Loading...
HomeMy WebLinkAboutAPPROVED, A PRODAPPFiber -Classic. & Smooth -Star. COMPOSITE EDGE GLAZED FIBERGLASS DOUBLE DOOR w/ or wjovt SIDELITES INSWINGIOUTSWING "IMPACT" r,FNFRA1 MOM 1. This product has been evaluated and is in compliance with the 7th Edition (2020) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. Fiber -Classic & Smooth -Star Door & Sidelite panels require the use of "J" part numbers and must be stained or painted within six months of installation. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical Elevations, Design Pressures & General Notes 2 Door Panel Details 3 Sidelite Panel Details 4 Elevations 5 Horizontal & Vertical Cross Sections (2X Buck) 6 Horizontal & Vertical Cross Sections (1X Buck) 7 Horizontal & Vertical Cross Sections (Direct to Masonry) 8 Vertical Cross Sections (Thresholds) 9 Buck Anchoring 10 Frame Anchoring 11 Hardware Details 12 Glazing Details 13 Components 14 Bill of Materials C a c a C c a 74.75" MAX. O.A. FRAME WIDTH z z z O� X° x s x w = CV W W = °° Oe Q I I 149.75" MAX O.A. FRAME WIDTH 37.5" MAX. 74.75" MAX. FRAME WIDTH FRAME WIDTH I z z ;z o� w o x x o = to W Uj 04 = Q ib w <LL- DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSF) CONFIGURATION INSWING OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE xx, OxxO +47.0 -50.0 +50.0 -50.0 See Sheet 4 for Hardware Specifications • Z U) U N q .+ i Z Z 0 n r0 mo o W E NM p oa a m n.am E oz W o .� rC � W 0 J Q �� oz Q� r J CO ¢� wn w w ~m Q J� L+ j < OWo U O a O a DATE: 08/02/16 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.9 1 OF 14 COMPOSITE HINGE STILE CAP (ENGINEERED WOOD) 36.0" MAX. DOOR _ PANEL WIDTH 4� DOOR PANEL BOOK 2 HORIZONTAL CROSS SECTION 2 35.813' MAX. DOOR -. PANEL WIDTH DOOR PANEL 4� Hybrid Door LOCK BLOCK ' STILE (12.5' LONG WOOD) (ENGINEERED WOOD) 35.813" MAX. DOOR PANEL WIDTH 42 DOOR PANEL U 1 Door TOP RAIL (COMPOSITE/ENGINEERED / WOOD) \ ` FOAM CORE - (POLYURETHANE - 1.9 PCF MIN.) .� it :• 0) •��r UJ V► � Il/i •• •°o Ln o°rnmf NU yZxZCE°m' � it n000M pa m a. 0- ILL Ma°o' tc `o c 0 U CW o ->j,a J cr F<- O W �a o U) J Z m =w L o m_ Q o o ory Q a d mo m ozo� N O NcL tQ-� O O z LU W t Q Z t 0 OO p aLU O m \� FIBERGLASS SKIN CL° w a (0.073" THK.) o o o 02 d�o'nhl— ^o��o BOTTOM f--1.71" ---� (COMP) IL 1.71" 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DATE: 08/02/16 Z------ n SCALE: N. T. S. L DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.9 SHEET _L of 14 G1 EXTERIOR ..titittl�,. m STILE (WOOD) EXTERIOR INTERIOR 1 HORIZONTAL CROSS SECTION -'tom•--„� • �i g, c 4 =_ � � � c vi °' tj to AI1111 � o M °° �' N v U N 2 o v o O Xz m N Ern zmca O a t4 O C W U st J oa m cz U C W 0 J7 a l— � LU 36.00" MAX. c"'n m PANEL WIDTH Ld(D W = c� ~ cn 2 EXTERIOR INTERIOR Q LU 3 _m o U o Of of a d a 50 SIDElITE PANEL FIBERGLASS SKIN (0.082" THK.) BOTTOM RAIL (COMP) N CR 0 2 VERTICAL CROSS SECTION 3 w I- m O m O z ON N W C�N O) Z uj W J O W O O W �O O W E Fw- 0.�W WCIL DATE: 08102116 SCALE: N. T. S. DWG. BY: JK c CHK. BY: LFS DRAWING NO.: FL-20468.9 SHEET 3 OF 14 Y D 3 .ViIII111111. M39V SEE HARDWARE CHART ©1N-WA© 8/\8/\8/\8 x SEE HARDWARE CHART I„J Fiber-ClassicJSmooth-Star Door Panel Options Products approved include all embossed and recessed panel doors. Similar glazed panel configurations are allowed. Panels shown are for illustration and are representative only. ©AFL© q MBE 0) 0_ V * a: Q to �N;'7 to Z'O,�-LLrnM t- ornro ��i �• •�(t �� Z 0;to rn t i 111 t ZO C:v mT U N o v 2 C9 X 41 Z 0) c o f 0) Z m U O 0_ m m 0. 0_ m v IA- C o C W �! a° 3 a: \j1 HARDWARE TABLE MANUFACTURER MODEL . KNOB: F51 SCHLAGE DEADBOLT: B60 KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTIPOINT : MPDGART (THERMA-TRU) (3 pt. Manual Tongue) D, O 0 ern M Q z0 w CO U W � a U 0: o Q m� U eO L ozo� N O O F= Q O NQ_ 0� O Z D W W W `0 00Ld 00 � cc�� DATE: 08/02/16 SCALE: N. T. S. DWG. BY: .fK CHK. BY: LFS DRAWING NO.: FL-20468.9 SHEET 4 of 14 r.F 1.15" MIN. Notes: EMB. (TYP.) 1. Sidelite assembly screws located 6' from each end and 5 more screws equally spaced between (7 screws total per side jamb). B /� E 2. Sidelite assembly screws located 3" from each end & at centerline 0�C n (3 screws along head jamb). I 0.15" C-SINK (TYP) 1 � ■ 23) i 24 a 0.15" C-SINK (TYP) a p v D ° E D SEE NOTE 1 D v v ° a p INTERIOR 4o 4 EMB. MIN. L 29 *(��CQEMB. (TYP.) 1 HORIZONTAL CROSS SECTION 5 Shown w/ 2X Buck Outswing shown (Inswing similar) I SEE NOTI 5 HORIZONTAL CROSS SECTION 5 Outswing shown (Inswing similar) 50 1-1/4" MIN. _ EMB. (TYP.) / 2� HORIZONTAL CROSS SECTION Shown w/ 2X Buck Outswing shown (Inswing similar) b HORIZONTAL CROSS SECTION 5 Outswing shown (Inswing similar) MEMO iO v v D v v D v � v [l EXTERIOR V ZINTERIOR ri"� VERTICAL CROSS SECTION Shown w/ 2X Buck Outswing shown (Inswing similar) D CCD, o z 1 -i n �' ••�� z rn U0i0)to Ill 1111 zo 100 Z` CD mT r UN CV z 0z� m oa it U'to m CIL a Li- o [ 0 L za: E ° G W 0 J 0 C •- :2 W D z N � U� ci p 7 p v v ED v D v v v D _ m ELI • i • • • • • t z U� 0 Y J Ci �m LY 0 Of x LLJN �i Q� >- �z (n w� J W �� W Ld (/) I— m_ EEn a it o it CL 0- DATE: 08/02/16 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.9 SHEET 5 of 14 0 Notes: 1. Sidelite assembly screws located 6' from each end and 5 more screws equally spaced between (7 screws total per side jamb). 2. Sidelite assembly screws located 3" from each end & at centerline (3 screws along head jamb). 1 HORIZONTAL CROSS SECTION Shown w/ 1 X sub -buck Outswing shown (Inswing similar) LIVID. I f I.] 2 HORIZONTAL CROSS SECTION 6 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) 3 VERTICAL CROSS SECTION 6 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) 0 E D p D ° o D D . 0 SEE NOTE 2 4 VERTICAL CROSS SECTION 6 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) �Cd w ♦♦V .�'♦'� °ate';. to M z° 4 O -i rn to rr/ �• �' -' sty♦�` � U � rn t �i�1`♦ > > M Z ZOMOD�' N mA ++ V N O 9 0 x Z � N o E� Z 0 a t0 o c W Q't3 -=i a N•t = O m ' m a n. u_ u. o z �. > o til o _'h: Y Um O O co (n W� J W �� �w Z W U) 0cn m U 0� U O =O O W U W a Q a w �o m OZot-, N O P- N CL O O O Z W W JLLJ W ZZ-__ � a 8_ Ui 0000 CL > U S_ a.wwa Z) elf elf -D DATE: 08/02/16 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.9 SHEET 6 OF 14 .,�111111tt.. 1.5" MAX. O° 1.25" E IW MIN. o o' C EXTERIOR r11111Z11A INTERIOR 3 VERTICAL CROSS SECTION ] Shown Direct to Masonry Outswing only w/ 4-9/16' jamb Double Door Only (N/A w/ Sidelites) Notes: 1. Sidelite assembly screws located 6" from each end plus 5 more equally spaced between (7 screws total per side jamb). 2. Sidelite assembly screws located 3" from each end & at centerline (3 screws along head jamb). CM 1-1/4" MIN. EMB. (TYP.) (E IIs INTERIOR 40 X41 X42 1 HORIZONTAL CROSS SECTION ] Shown Direct to Masonry Outswing only w/ 4-9/16' jamb Double Door Only (N/A w/ Sidelites) EXTERIOR z 1.5" i� m 2,� MAX. E W MIN. 1 c 40 X41 X42 EXTERIOR r/������/ INTERIOR 5 VERTICAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 6-9/16" jamb LIVID. II I F.J 4 HORIZONTAL CROSS SECTION ] Shown Direct to Masonry Outswing only w/ 6-9116' jamb E 1.5' MAX. 2" MIN. EXTERIOR b VERTICAL CROSS SECTION ] Shown Direct to Masonry Outswing only w/ 6-9/16' jamb SEE NOTE 1 �1-1 /4" MIN. EMB. (TYP.) HORIZONTAL CROSS SECTION T- Shown Direct to Masonry Outswing only w/ 6-9/16'jamb .. ��A7t 4r .. g. M to . Vd'. •'/fib : vi • ',///Tit/•ittt �,�```` M Z 0 OD NO m U N q CCDv N 0 x Z m o EZ m D: A ° (j`} z IS 5 Od M Vv w . It m ca l m E cZ U C :0 JD a Jz Q � U� o Q Q:zi �o >o Q� JW mUJ =W In O� F- CO In a NU) o o W w a a v) mo m z ozo� NC)P O z U W J O W of OOpG]OO O co w ,:L DATE: 8110116 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.9 SHEET 7 OF 14 1! .t11111111,. Notes: I. Sill Item #'s 17, 18, 32, 34, 35, 36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2-1 /2" pfh screws at each end. Sill Item #'s 16 & 33 are attached to jambs w/ (2) #8 X 2-1/2" pfh screws at each end. �; • �''' Sill Item #15 is attached to jambs utilizing (2) #10 X 2" pph screws at each end. ± �: ` a• Q- to 2. Sidelite assembly screws located 3" from each end & at centerline (3 screws along sill). o * <;Oz z J sir �•'•• •• �`♦ Q 0i 0) INTERIOR - EXTERIOR INTERIOR EXTERIOR '�'l, •1111� ti�i`♦♦♦ D >'i z O to °D Z` EXTERIOR INTERIOR o " a 0 Ep o Xz 0 N Ern z m0 W 40 41 42 40 41 42 Q ti O o c a 8 40 41 42 7 16 17 18 38 39 32 33 34 35 36 37 E o Z � SEE NOTE 1 SEE NOTE 1 � o J a SEE NOTE 1 nE � (� l C IL .. 0 W (-D W F V) D Z °� _ 0:: ~m to Q 0::z >o Z a: '.. Z U ` 0 W V) 1 VERTICAL CROSS SECTION ` m 2 VERTICAL CROSS SECTION 3 VERT/CA! CROSS SECTION ^m w ' o Uf Ui $ Inswing Sill W $ Inswing Sill 8 Outswin Sill g a a J Zi m m o INTERIOR EXTERIOR m ozo N O ^ EXTERIOR INTERIOR SEE NOTE 2 25 50 EXTERIOR INTERIOR 0 0 40 41 42 77 75 32 33 34 35 36 C37 38 39 SEE NOTE 2 25 50 16 17 18 o s ¢ z o z �aQ 10 15 76 O�`lo � Q �LU E E E a Wa SEE NOTE 2. _- -- , o o 0 0 0 � n z CL: �Ci W 4 VERTICAL CROSS SECTION $ Public Access Sill ° C 0 � 5 VERTICAL CROSS SECTION W $ Inswing Sill ° ^ O DATE: 08/02/16 D _Z SCALE: N. T. S. DWG. BY: JK ca CHK. BY: LFS 6 VERTICAL CROSS SECTION w DRAWING NO.: $ Outswing Sill FL-20468.9 SHEET 8 OF 14 S sl NN ' M t� •. tL to /f ill t III % z Ci — co N m ++ U N • • v� cv o E rn z m° D: } ° ins o p oa ASTRAGAL JAMBS m a. a.. °- 4' (TYP.) 4 ASTRAGAL 4„ (TYP.) E o z y o c 4" (TYP.) 4" 3 v 8 (TYP .j (TYP-)8" (TYP.) (TYP.) 000 �'`d d � 8 (TYP.) d d a d d d d s. . oo z �Vin _ z ZZ HEAD & JAMBS I I III I I III =W N (TYP.) I I III HEAD & JAMBS Q �m m 2 ,P K III (TYP.) I I III o III I I III 0 I ( III I I III � a II III II III �� �Yco m III I I III o III I I III a (I •-0 ozo� NC I— < II III II III pOzp Z (I III II III o tzw r I I III I I III � CL w a a ae° oQoo tr Lu l o V 9` Q w Q CL IL d cr cY z �� \w z XX MASONRY QxXO o (TYP.) z d N O 0 Z U DATE: 08/02/16 Z SCALE: N, T. S. 2X BUCK ANCHORING DWG. BY: JK m CHK. BY: LFS 3 DRAWING NO.: ID FL-20468.9 0 SHEEP 9 OF 14 .1111111tr.. DIRECT TO D MASONRY P HEAD (TYP.) d d. FRAME (TYP.) DIRECT TO M MASONRY N _ JAMBS (TYP.) ASTRAGAL 3" (TYP.) 7" (TYP.) a d d I I SEE DETAIL 1 (SHEET 11) 2X BUCK j 1 X BUCK HEAD & JAMBS (TYP.) —' SILL ( (TYP.) <v v I I II I I SEE DETAIL 2 (SHEET 11) llll 1 xx DIRECT TO CjD� MASONRY HEAD (TYP.) d . . d. d d -------------- d, BUCK (TYP.) O DIRECT TO (J� `— �- MASONRY JAMBS (TYP.) FRAME (TYP.) MASONRY (TYP.) FRAME ANCHORING Fo3wel � le RJR (3) #8 x 2-1 2" •• �' JAMB TO HEAD DETAIL ���/tt tt ���EnM z (TYP.) � o CV v in 04 ++ O 'ED JAMBS % c� 0o x z o o o J m° ll cw cn 02- \V� j a` 5 0- a-m Ill aaLL 3" (TYP.) 3" (TYP.) a o 0z 7 (TYP.) 3 v O CW o 37 a: �o �o z_ �o c) 0 m _w as w - ti� 4 v O 0 o fy a Q- m m o Z O n N p DEN oz Lu W J w w n to rL 0 O o O Ld \�! W Z) DATE: 08/02/16 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.9 SHEET 10 OF 14 ..�ltllilli,. 'i�,,p//i CL a 25 C; SEE HINGE ''i// ��'• . ,�rn 25 p DETAIL (TYP.) 25 30 //�l 11�1> >��`` z o ro 27 Q ot) .� O m U N N m 'o :2C9 X Z m Z o 0: �am C 0 �oa LATCH & DEADBOLT DETAIL LATCH & DEADBOLT DETAIL 5 n OD a. s m Schlage / Kwikset , 0-0 a- p n Multipoint Lock- O c O +� a o o +1 ? kD' RECT TO o Cli p �� ^ DIRECT TO o a ASONRY CN m N �' MASONRY BUCK I G 1 X BUCK X BUCK 25 2X BUCK 78 o N rLo SEE LATCH "J SEE LATCH & DEADBOLT �� o DETAIL Q� w & DEADBOLT ® DETAIL W � M ¢ 00 ~ O] Q Q 0 O DETAIL 1 0 Coastal Astragal Strike Plate @ Head DETAIL I a a Multipoint Lock Strike Plate @ Head �, Y m ASTRAGAL HINGE JAMB ASTRAGAL Latch and Deadbolt Multipoint Lock m o oZoZZ o�Qo NaON U) �Z Z O® L 2X BUCK w Q Z o i�da� w 80 DETAIL 2 G 29 G 1 X BUCK ]q o o Of Inswing G DETAIL 2 ~ w ~ M DIRECT TO Inswing Q w Q Coastal Astragal Strike Plate @ Sill Multipoint Lock Strike Plate @Sill o u MASONRY z l J2 S2i HOLE 23 -- \ \ w z -- - _ - -_ 24 C a 00 a F J O_ - h < I it MDETAIL �tMN •-0 0 HINGE DETAIL DATE: 08/02/16 z SCALE: N. T. S. o80 DETAIL 2 G DETAIL 2 DWG. BY: JK m Outswing Multipoint Lock Strike Plate @ Sill Inswing CHK. BY: LFS 3 Coastal Astragal Strike Plate @ Sill Astragal Bolt Hole @ Sill DRAWING NO.: MULTIPOINT LOCK STRIKE DETAILS FL-20468.9 N LATCH & DEADBOLT STRIKE DETAILS SHEET 11 OF 14 CELLULAR 1 /2" GLASS BITE GLAZING TAPE y 1"THK. GLASS 1 /8" TEMPERED GLASS jr 1 /2" AIR SPACE �- 5/32" ANNEALED GLASS DOWR 95 0.090" PVB INTERLAYER O SIK552 1 (SAFLEX OR KURARAY BUTACITE) 1 /8" ANNEALED GLASS #10 X 1-1/2" PPH SMS 3A INTERIOR SWIGGLE GLAZING SPACER G1 GLAZING DETAIL Aluminum Impact Lite Frame Door Panels & Sidelites 1.53" Q 3A ALUMINUM FRAME Aluminum Impact Ute Frame Door Panels & Sidelites 4" (TYP.) w (O 0 �n cy 10 20.88" D.L.O. WIDTH 10 X 1-1/2' PPH SMS (TYP.) CL co ALUMINUM LITE FRAME INTERNAL GRID (GBG) PRIVACY INSERT WROUGHT IRON INSERT 1" LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS ISERT I ,O,;'''i �`® to T < pG• . •'• 'G��� F 0rn00 z o ao N U N � o c� v v xZ m E — Ern Z m° a r0 25 0 0 Ot oa _' ma:am E 0 v c Li o � n: ry (f) O =� O Q O W �V) J m QD w0 W N ~ m_ a o Of o_ a DATE: 08/02/16 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.9 SHEET 12 OF 14 7.59" 7.5 -� r---- N 32 INSWING THRESHOLD Inswing Basic Composite Adjustable Sill 7-1 /2" 4.56' LO 33 INSWING THRESHOLD Inswing Basic Fixed Sill 5.75" Ln Vtf T -_ .}� _,% INSWING THRESHOLD 34 Inswing Moderate Climate Sill 1-3/8" 37 INSWING THRESHOLD Inswing Basic Fixed 7-1 /2" Sill 38 INSWING THRESHOLD Inswing Composite Adjustable Sill 34 INSWING THRESHOLD Inswing Basic Compasite Adjustable Sill 5.75' -- 6.0" CID LO , - -�� P-T LO 35 INSWING THRESHOLD Inswing Moderate Climate Sill 5.75" Ln 36 INSWING THRESHOLD Inswing Basic Fixed 5 3I4"Sill 15 PUBLIC ACCESS THRESHOLD �i--1.79" --LO ci rI8 SWEEP a 0 9 SWEEP f 2.06" SWEEP d CD N 4.56" 1� �A zPi f— 2.36" ►-I \ WOOD JAMB OUTSWING THRESHOLD Composite Sill (j � OUTSWING THRESHOLD Composite / Aluminum Sill 8 OUfSWING THRESHOLD Composite / Aluminum Sill (Thermal Break) 2.18" --{ mc�D� 75 SIDELITE SPACER Inswing y `o Ern a 0 :- (L N r) D It w o Cz V. °o c w o � n: FLUSH BOLT 0.063' CV FLUSH BOLTS M-E,— RETAINER 'I �-- 0.126' 20 20 COASTAL ALUMINUM ASTRAGAL 2.13" 00 00 76 SIDEUTE SPACER CD Outswing 2.14" - �- 4 M - O a bo o o 0 SIDELRE SPACER Inswing Moderate Climate Threshold D: 0 �o IV) W� �w ca U 0 O Of 0- (11 o to °° U N Z M0 r J O o m m n. 0- LL V) w �o U- z Ozor- o0Qo N0 F-N O O Z LiW J ui W n oo�000 L a�wEL OLIJ h ^o��o It n N O DATE: 08/02/16 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.9 SHEET 13 of 14 .��11111ts.. BILL OF MATERIALS BILL OF MATERIALS ITEM # DESCRIPTION MATERIAL ITEM # DESCRIPTION MATERIAL A 1 X BUCK (SG >= 0.42) WOOD 25 #8 x 2-1 /2" PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42) WOOD 26 #8 x 5/8" PFH WOOD SCREW STEEL C 1 /4" MAX. SHIM SPACE - 27 LATCH STRIKE PLATE STEEL D 1 /4" X 2-3/4' PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 29 4" X 4" HINGE STEEL 32 INSWING THRESHOLD ALUM/COMP F #10 X 2" PFH WOOD SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP G 3/16" X 3-1 /4" ITW CONCRETE SCREW STEEL 34 INSWING THRESHOLD ALUM/COMP I 1 /4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP J 1 /4' X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 36 INSWING THRESHOLD ALUM/COMP L # 10 X 2-1 /2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL 37 INSWING THRESHOLD ALUM/COMP M 3/16" X 2-1 /4" ITW CONCRETE SCREW STEEL 38 INSWING THRESHOLD ALUM/COMP N 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 39 INSWING THRESHOLD ALUM/COMP P 1 /4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 40 DOOR PANEL (BOOK) - 1 JAMB (FINGER JOINT PINE) WOOD 41 DOOR PANEL (HYBRID) - 6 WEATHERSTRIP (MEDIUM REACH) FOAM 42 DOOR PANEL (U1) - 7 WEATHERSTRIP (LONG REACH) FOAM 50 SIDELITE - 8 SWEEP VINYL 75 SIDELITE SPACER (INSWING) PVC 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 76 SIDELITE SPACER (OUTSWING) PVC 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 77 SIDELITE SPACER (INSWING) - MODERATE CLIMATE SILL PVC 11 #10 X 1-3/4" PFH WOOD SCREW STEEL 78 MULTIPOINT LOCK STRIKE PLATE @ HEAD STEEL 15 PUBLIC ACCESS THRESHOLD ALUM 79 MULTIPOINT LOCK STRIKE PLATE @ SILL STEEL 16 OUTSWING THRESHOLD ALUM/COMP 80 COASTAL ASTRAGAL STRIKE PLATE STEEL 17 OUTSWING THRESHOLD ALUM/COMP CONCRETE ANCHOR NOTES: 18 OUTSWING THRESHOLD ALUM/COMP 20 COASTAL ALUMINUM ASTRAGAL ALUM 23 # 10 x 3/4" PFH WOOD SCREW STEEL 24 #10 x 1" PFH WOOD SCREW STEEL 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR` ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO. ADJACENT EDGE ;ANCHOR ITW ® TAPCON 1/ 4" 1-1 /4" 2" 4" ELCO 1/4" 1-1/4" 1n 4" ULTRACON� ITW 0 3/16" 1.1/4" AS SHOWN 1.1/2" TAPCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, 1" end distance, & I" o.c. spacing of wood screws to prevent the splitting of wood. rrr.� 'ZIP Q� M i 0�0) z C O n mi U N i Z OOCOOZir � i � U 0 O W rn m a ii m 0 z° .o I ?d1 Jd Q:: U) J (z) _; �o w Q� ~ gg m W o ~m Q J Z o ory IL Q- W mo m z.- ozo� C:) o N O .N 0 z Ld W J Ld w n tL a co oowo 0 �o�4 CL �wa :D elf Cr:D DATE: 08102116 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-20468.9 SHEET 14 OF 14 Alwommool.-OMM-0 0 INS WING JG UTS WING 'IMPACT" GENERAL NOTES 1. This product evaluation drawing has been developed in compliance with the 7th Edition (2020) Florida Building Code (FBC) including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. When used in areas outside of the "HVHT' requiring wind bome debris protection, this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.I I. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using Sill numbers 17 & 18 meet the water infiltration requirements for the "HVHT'. All other configurations do not meet the water infiltration requirements for the "HVHZ" and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET # DESCRIPTION 1 Typical Elevations, Design Pressures & General Notes 2 Door Panel Details 3 Elevations 4 Horizontal & Vertical Cross Sections (2X Buck) 5 Horizontal & Vertical Cross Sections (1X Buck) 6 Horizontal & Vertical Cross Sections (Direct to Masonry) 7 1 Vertical Cross Sections (Thresholds) 8 Buck & Frame Anchoring 9 Hardware Details 10 Components 11 Bill of Materials 37.75' MAX O.A. FRAME WIDTH DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSF) CONFIGURA71ON LOCK INSWING OUTSWING HARDWARE POSITIVE NEGATIVE POSITIVE NEGATIVE x Latch & Deadbolt +67.0 -67.0 +67.0 .67.0 See Sheet 3 for Hardware Specifications `!'�i • /cJ'•/ rn LO U�Q-zUr to p—z o -; i'r-to CD 0 z C; - V NO3 o z xz 0 °a -r no C W E u) J p o n. m a:am N ��tE o 6 o c Uj a: 0 J� 0 w 0 J :Do �oZi zw oz o: J m � W w �-m N JW U O p� 0 0 I-_ af I— w Of x 0- Q 0- El- 0+ 1 s 00 8 DATE: 4128115 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-13459.1 SHEET 1 OF 11 / STEEL REINFORCEMENT INTERIOR HINGE STILE (0.023" THK.) (ENGINEERED WOOD) 1 HORIZONTAL CROSS SECTION DETAIL A -A STEEL REINFORCEMENT PANEL REINFORCEMENT 28.86% OPEN (0.023" Thick Steel) AREA MAX. * #8 X 2.5" PFH WS (TYP. @ EACH DOOR CORNER) 36.0" MAX. DOOR 35.813" MAX. DOOR PANEL WIDTH PANEL WIDTH 3 3 f* 2 *f f* 2 *f f* 1 2 2 2 0 2 0 2 r S S 0 0 0 r x = W W W vi vi j O O X O o o o j X me� mew N N O 01 0% 0% 40 DOOR R PANEL L DOOR PANEL BOOK Hybrid Door LOCK STILE (ENGINEERED WOOD) HINGE STILE (ENGINEERED WOOD) 35.813" MAX. DOOR PANEL WIDTH D* -lull MR* � i STEEL REINFORCEMENT INTERIOR (0.023" THK.) ICI' I� 42 DOOR PANEL U 1 Door 2 HORIZONTAL CROSS SECTION 111 :.N 6 /t/11 IIII 0 N 4.02" N ti LOCK STILE (ENGINEERED WOOD) TOP RAIL (COMPOSITE) STEEL REINFORCEMENT �- (0.023" THK.) FOAM CORE - (POLYURETHANE - 1.9 PCF MIN.) IIIIIIIIIIIIIWAM000 IAITGI?InQ BOTTOM RAIL (COMP.) Zt CQ 0 Lumfo 7 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION = Z J �0)iM ® H O —0 f0 tej Z o 0 U N i '0 Z X Z Ern m o� g on m� m aaLL 0z° 0 cw 3`a 00 0 CEo iV) �N w!s m U.. U 0 0 of d mlm 0 N O N DATE: 4128115 SCALE: N.T.S. DWG. BY: JK r CHK. BY: LFS DRAWING NO.: FL-13459.1 SHEET 2 OF 11 4/\5/\b/\b 4A5/\b b SEE HARDWARE CHART KWIKSET KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (980) V) z 0 7 ELEVATION X o r. N N M W W z 0 c c Cn � � W O O O:f H FW- Q Q 0_ 0_ 0 O O O) n f- n � � DATE: 4128115 SCALE: N. T. S. DWG. BY: ,JK Benchmark Door Panel Options CHK. BY: LFS DRAWING NO.: Panel options shown are for illustration and are representative only (similar opaque panel Configurations are allowed) FL-13459.1 SHEET _�L OF 11 1-1/4" MIN. EMB. (TYP.) E B C a d D d 0.15" C-SINK —'I (TYP) 1 2 b / (23) (24 I IN, MIN 1 VERTICAL CROSS SECTION 4 Shown w/ 2X Buck Outswing shown (Inswing similar) // `,111111111/ ....... ':.•Ci o �' � Z __� < +y O�irh j �°�..• � rrg� < ti 1111 '01 O ci E Y L m Z ao, � u) V O 0 dN^ � It ta: m n n' OE 0CZ .-, ti o cW 0 J0. Y Um C � U F- Q1 W� W� w O �iz �w U) zLLJ NU-) _m Q aE U) o =o O o it a a m Im WOMEN INTERIOR o INTERIOR w D o 0 0 D- 14 ELa a _ Z) Z) 2 HORIZONTAL CROSS SECTION 4 Shown w/ 2X Buck Outswing shown (Inswing similar) EXT 3 HORIZONTAL CROSS SECTION 4 Shown w/ 2X Buck Outswing shown (Inswing similar) r1IN DATE: 4/28/ 15 YP.) SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-13459.1 SHEET 4 of 11 Y n L; r a z w z Q w a E (U C v V 1-114, EMB. , 1 IF.] E o 0 ° V ° � Q c o �J I X Buck to be secured to masonry by others CAICKIVK 2 HORIZONTAL CROSS SECTION 5 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) MENU IT�il S>,1l�ll� 1 VERTICAL CROSS SECTION § Shown w/ 1 X sub -buck Outswing shown (Inswing similar) Is] 3 HORIZONTAL CROSS SECTION 5 Shown w/ 1 X sub -buck Outswing shown (Inswing similar) t1�11111//� 4: •. M -�Ap _? JW �..�•: T c6.� OEM .+ •.� z At. �� Z C 0�1 Gj �� _ o Co 0 f��ltl i1t11`� U N -0 x Z o o E 0) coop o tlt o C W IN oa �^ y LL m a a m E z o W C O J7 d 'MIN. (TYP.) .J U UPZ Cri 0 X Q� r �z (/) W J � �� (�7 UJ Z' (n I m Q L O CrU, =0 O O O � V � d Q D_ U m DATE: 4/28/ 15 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-13459.1 SHEET 5 OF 11 E 1.5' f' MAX. v v C 40 X41 X42 1 VERTICAL CROSS SECTION 6 Shown Direct to Masonry OubAdng only w/ 4-9/16' jamb fl DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE _ ± 55 PSF w/ SECURITY STRIKE = ± 65 PSF L? < C 1 1 C Dq inZ_ i'nZ_ c� INTERIOR N 40 41 42 M M N 1-1/4"MIN. EMB. (TYP.) E EXTERIOR E p 1-1/4" MIN. EMB. (TYP.) 2 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb 3 HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 4-9/16" jamb It 114 .* .. j e' �•'j% C> ^ti a. MAX. d• �•° vi rn M z 41. Q-z °o 0 CO 10 '- u03i v ° ' •> Z C 1 ���lii* 111� U N o CA v x z 0 �•-- o Ern z mo Np a U0 c W 40 41 42 N a rn r) 5 o .°c m a Z '^S O G W 0 J� EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION b Shown Direct to Masonry Outswing only w/ 6-9/16' jamb 5 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION b Shown Direct to Masonry Shown Direct to Masonry Outswing only w/ 6-9/16' jamb Outswing only w/ 6-9/16' jamb �z O Q Of �o >o Q� =w U) 6� ~CO Q Nz 0 0 _� 0 0 cc W a a DATE: 4/28/ 15 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-13459.1 SHEET 6 OF 11 C n V Notes: 1. Sill Item #'s 32, 38 & 39 are attached to jambs w/ (3) #8 X 2-1 /2"pfh screws or (3) 2.5" staples at each end. 2. Sill Item #'s 16, 17, 18 & 19 are attached to jambs w/ (2) #8 X 2-1 /2" pfh screws at each end. 3. Sill Item # 15 is attached to jambs utilizing (2) # 10 X T pph SMS screws at each end. 1111111410,100 40X41 X42 SEE NOTE 1 EXTERIOR 32 38 31 1 VERTICAL CROSS SECTION 7 Inswing Sill 2 VERTICAL CROSS SECTION 7 _j Outswing Sill 3 VERTICAL CROSS SECTION 7 Public Access Sill I fill `` •�'(��rr M .• in •. X4 o g, 6! 0 U M Jr ,yy 7° D- M Z' .� . Z �.' Q.`' Z v t' ice••• rn �'� H C M ` .. •,y ..P 1�%` t "III Oz M w /Itlilt U N O 0 0 p o Ern z MO CD lt` N �^ Ot M a (n O L L LL M a. a •—� CZ o �=w do= '0 L6 0 3`a cn 0 Cr- J V) V) � NL Z ~' LU V) c LIJ O ' f _m U O W N o cr_ a a U U LE Lmi_ O 1� N O O N N � r � O PO O IW- Q Q Cl- D_ :D 1 :3 Q 0 DATE: 4/28/ 15 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-13459.1 SHEET 7 OF 11 Y n 3 v `1��11111/�1 lIg, Gj 10 0 tc: Q` F o rn ao r� `Z U_oiO> 3 1 /2" x 2-1 /2" 3 #8 x 2-1 /2" �� •• .•'G5 .� 'J - Z STAPLES PFH WS z o JAMB TO HEAD DETAIL JAMB TO HEAD DETAIL �jl�!/� 11111 0 04 •: v (TYP.) (TYP.) - (D o z 0 o Em zm N a c0 0 c W O U sf J O �^ LL a a m m .� c z° C L.i 4' (TYP.) — ~' 0 3`n: • � a � e � d °- �__ � � � � e e e a � Z a a cl:� o ILjj p - 2X BUCK �� zE Liu CL HEAD & JAMBS J 1 X BUCK _ Iz-w N _m cn (TYP.) BUCK M DIRECT TO ? o N MASONRY o 1- m FRAME HEAD &JAMBS n a (TYP.) > >- -_I m d x¢� Imm ^Cj Xn 00 Q N N () W p Z O O w.. w n W O �o W W F- F- v cS a 0_. D.. C o rn u F m 2X BUCK ANCHORING FRAME ANCHORING N DATE: 4128115 z SCALE: N. T. S. DWG. BY: JK ID CHK. BY: LFS DRAWING NO.: to FL-13459.1 0 SHEET $ OF 11 N 28 2X BUCK L 1 X BUCK G DIRECT TO M0 26 MASONRY 2X BUCK 25 1 X BUCK G, D 27 DIRECT TO M MASONRY LATCH & DEADBOLT DETAIL Kwikset 2X BUCK L 1 X BUCK G DIRECT TO CM MASONRY F9• 2X BUCK 25 1 X BUCK CG DIRECT TO (AA MASONRY LATCH & DEADBOLT DETAIL Schlage SUB STRIKE PLATE W Ril LATCH & DEADBOLT STRIKE DETAILS (Standard Deadbolt Strike Plate) SEE LATCH & DEADBOLI DETAIL STRIKE JAMB Latch and Deadbolt DIRECT TO MASONRY DEADBOLT STRIKE DETAILS pecunry ueacIDOIT YnKe maTe) SEE HINGE DETAIL (TYP.) HINGE JAMB d O_ O 0 Co �co � 0g wLf- � -) _ � NO Lo NO .._., w O �O oe ND NZ �m N Co N HINGE DETAIL Off V) J :Do �o m q LLJ w U)) o m Q Z C) � o 0 o it a 0- Q) m 2X BUCK I I I I IRIol-- I X BUCK o 0 )IRECT TO o rn MASONRY I I I I IN I: DATE: 4128115 SCALE: N. T. S. DWG. BY: ,JK CHK. BY: LFS DRAWING NO.: FL-13459.1 SHEET 9 OF 11 32 INSWING THRESHOLD Inswing Composite Adjustable 7-3/4" Sill 39 INSWING THRESHOLD Inswing Composite Adjustable Sill 38 INSWING THRESHOLD Inswing Composite Adjustable Sill cc'! 4.56' r"s. 0 f - 2.44" --I WOOD JAMB 6 OUTSWING THRESHOLD Composite Sill 4.56" a co OUTSWING THRESHOLD 9 Composite Sill CV O - O C O ��---1.79" —•-I 5 PUBLIC ACCESS THRESHOLD o $ SWEEP ���ttturrr� �f CD �_ �� '• C * G', z M • .z, __ -i "" .� Z •• ®" Z _U tn / , '• /�Gi ? a t0 z on WOOD JAMB till t t 2 z0 '0 o Ern z mZ� N a o tU J0* O c w oa LL ^' o ti c cw O J�a 0 4.56" ' z Q cV) r z g m CL OUiSWINGTHRESHOLD =oc w o Composite / Aluminum Sill ~ m Q v o 0 o Of o' Q _ a a 5.75' L � Y � 7 m 00 m m N *- OUTSWING THRESHOLD o N U) $ Composite / Aluminum Sill o w zp (Thermal Break) = in �J 0 o Of F- F- Fw EL-- <c Q c� o as j I— 1.47 —I O 4 SWEEP UU 2.06" �O 1 SWEEP CD N - o DATE: 4128115 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-13459.1 SHEET 10 OF 11 BILL OF MATERIALS BILL OF MATERIALS ITEM # DESCRIPTION MATERIAL ITEM # DESCRIPTION MATERIAL A 1 X BUCK (SG >= 0.42) WOOD 25 #8 x 2-1 /2" PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42) WOOD 26 #8 x 5/8" PFH WOOD SCREW STEEL C 1/4" MAX. SHIM SPACE - 27 LATCH STRIKE PLATE STEEL D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/16" X 3-1 /4' ITW CONCRETE SCREW STEEL 29 4" X 4' HINGE STEEL J 1/4" X 3-3/4' PFH ELCO OR ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP L #10 X 2-1/2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL 38 INSWING THRESHOLD ALUM/COMP M 3/16" X 2-1 /4' ITW CONCRETE SCREW STEEL 39 INSWING THRESHOLD ALUM/COMP N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL 40 DOOR PANEL (BOOK) - 1 JAMB (FINGER JOINT PINE) WOOD 41 DOOR PANEL (HYBRID) - 2 JAMB (FINGER JOINT PINE) WOOD 42 DOOR PANEL (U1) - 6 WEATHERSTRIP (MEDIUM REACH) FOAM 7 WEATHERSTRIP (LONG REACH) FOAM 8 SWEEP VINYL 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 15 PUBLIC ACCESS THRESHOLD ALUM 16 OUTSWING THRESHOLD ALUM/COMP 17 OUTSWING THRESHOLD ALUM/COMP 18 OUTSWING THRESHOLD ALUM/COMP 19 OUTSWING THRESHOLD ALUM/COMP 22 #8 x 3/4" PFH WOOD SCREW STEEL 23 #10 x 3/4' PFH WOOD SCREW STEEL 24 #10 x 1" PFH WOOD SCREW STEEL CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN.: MIN.. CLEARANCE MIN. CLEARANCE; TYPE SIZE _ EMBEDMENT TO MASONRY TO ADJACENT : EQGE ANCHOR ITW ® TAPCON 1/4" 1.1/4" 2" 41' ELCO ® 1/4" 1-1/4" 1" 4" ULTRACON ITW 0 3/16" 1-1/4" AS SHOWN 1-1/2" TAPCON WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 518" edge distance, I" end distance, & I" o.c. spacing of wood screws to prevent the splitting of wood. a 0 N U) i 1 12 D- rn r7 ; - 0, 'L N >MZ Ci ! U ol > z xpz4) L so a U sf _i 0 W oa N mnaM 0 z° .o I �w �a o V) J � � Q QV) �g m w W o �m LO LO Q J W m D o o of C a DATE: 4128115 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-13459.1 OF 3 2 11 0 MODELS 27 GA SHORT 27 GA FLUSH 27 GA LONG CL❑PAY 4300, HDG 4301, HDGF 4310, HDGL H❑LMES 66, 66G, 6200 68, 6201 67, 67G, 6203 IDEAL SP200 SF200 SE200 (1) 20 GA. BACKER PLATE BETWEEN EACH EMBOSS LOCATION THAT CONTAINS A CENTER HINGE. ATTACHED WITH DOUBLE SIDED ACRYLIC ADHESIVE TO BACK OF DOOR. I— —► A SHEET, REVISIONS 1 OF 4 REV. NO. ZONE: DATE: ECN NO. APPI DESCRIPTION 03 - 2/11/13 - SH UPDATED TOP BRACKET REQUIREMENT. 04 - 2/4/20 EN2736 SH REVISED MAX WINDOW SIZE AND TITLE BLOCK 05 — 8/5/20 — SH REMOVED WIND CHART OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. STANDARD MAX SIZE 42"x16", IMPACT RESISTANT MAX SIZE 19-1/2"x12" SEE SECTION B—B ON SHEET TWO FOR DETAILS. (GLAZING SHOWN IN INTERMEDIATE SECTION.) i17-7-7 7IitII fl 111I II III JYl IIL II +- II fl II II 111 II IIL 11 II I II II IL JI yI �I 0 CID � I wIL______JI 11�L __ Of O O � --===^�Y j }•-.'=====1 I j Ir=--= —�'I i�Z- ===1 I j r= —===�j t r== _o A.� �_ —===�j j f.»w- —_ Q li It IYX I __--------- -------II ------ ------ ------0 ----- II II Hill 11 II 1 11 11 - II 13 II II II If Al 11 HAA4/, *: No 63286 *= � w w '0 113'. STATE OF rfi O R•I.. ��ti► DESIGN ENGINEER: SCOTT HAMILTON, P.E. 16 GA. DOUBLE END STILES. MAY BE NOTCHED FOR LITES. VIEW "B" (SEE SHEET THREE). VIEW "C" (SEE SHEET THREE). TWO POINT LOCKING INTO TRACK. (2) LHR TOP BRACKETS USED AS OPTIONAL OUTSIDE KEYED LOCK POSITION. INNER BOTTOM BRACKET. MAX. DOOR WIDTH = 16'-2" (1) 3-IN ROLLER CARRIER (P/N INSIDE ELEVATIONS 0120394) USED WITH 3" TRACK. LLOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN PER VEHICLE. VENTS SHALL BE IN ACCORDANCE WITH CLOPAY DRAWING 101845. D❑❑R HEIGHT # OF SECTI❑NS UP TO 7'0' 4 7'3' TO 8'9' 5 9'0' TO 10'6' 6 10'9' TO 12'3' 7 6' T❑ 14'0' 8 3' T❑ 15'9' 9 16'0'10 E AX SECTION HEIGHTi 21' 4 � 3 r GLAZING SHOWN IN TOP SECTION. j 0/ r II II II II II II EI II 6 H II It It 11 li II EI II It II II 11 II If II tl II it II EI 11 fl II II II II II II II It II II II II II II II II II FI SLIDE BOLT LOCK END ENGAGES INTO STILE. VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE �' END KEYED STILE, HANDLE. "-INSIDE HANDLE _QQTf SNAP LATCH LOCK OPTION. OUTSIDE HANDLE. END STILE. CK BAR GAGES IN ACK ON �H SIDE OF DOOR. OUTSIDE KEYED LOCK WITH LOCK BAR LOCKING. DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. TEST LOADS: +57.0 P& -63.0 P.S.F. (MANUFACTURING PRODUCT CODE DSIE-1F171 PART NO.: N/A / Unless Unless Stated otherwise i 8585 Duke Boulevard WINDLOAD RATING TOLERANCES are i� Mown, off 45040 USA� Cl(lpa Tel. No. 513-770-4800 6 D P 3 .0 = f .031 CORPORATION Fax No. 513-770-4853 .00 = t.015 DESCRIPTION: 2" EPS INS. DOORS TO 16'2" (SEE TABLE FOR MODELS; .000 = t .005 .0000 = t.001 DRAWN BY: SH DATE: 9/28/12 SCALE: NTS DWG. R Degrees = f 1/2' CHECKED BY: SH DATE: 10/12/12 SHEET 1 OF 4 SIZE L Unless Stated Otherwise DIMENSIONS ARE IN INCHES. DWG. NO.: 104724—A/B VER: IBC 2 IF LO[ �DQ p ODMC T APPROWAL 16107 10 01 0 2 4 MODELS 27 GA SHORT CL❑PAY 4300, HDG H❑LMES 66, 66G, 6200 IDEAL SP200 ICJ 27 GA FLUSH 4301, HDGF 68, 6201 SF200 27 GA LONG 4310, HDGL 67, 67G, 6203 SE200 3 SHEET REVISIONS 2 OF 4 Rom/, N0. ZONE: DATE: ECN�NO. APPVD: DESCRIPTION 05 — — — SEE REVISION HISTORY ON SHEET ONE. IMPACT —RESISTANT CONSTRUCTION: SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT —RESISTANT GLAZING ARE IMPACT —RESISTANT. OPTIONAL MAX WINDOW SIZE 19-1/2"02" INJECTION —MOLDED POLYCARBONATE FRONT FRAME AND GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606 AND AN APPROVED C1 PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE AND IS LARGE-- AND SMALL —MISSILE IMPACT RESISTANT. SECTION BrB IMPACT —RESISTANT GLAZING OPTION DETAIL 'D' OPTIONAL DECORATIVE SNAP —IN INSERT. IMPACT RESISTANT ` ONE—PIECE INJECTION B MOLDED GE LEXAN SLX2432T FRONT FRAME & GLAZING. HAMJ/4 i,f % 0, T0� %c:** �`C, E N g�••,2 `vim''. * No 63286 A 13 STATE OF .'' / i 4[! �ry�fON A1-`r���s DESIGN ENGINEER: SCOTT HAMILTON, P.E. MULTIPURPOSE HIGH BOND TAPE (BE-AVEEN FRAME AND FACADE). DECORATIVE FRONT FACADE. STRUCTURAL SILICONE SEALANT (BETWEEN STEEL SKIN AND FRAME). POLYSTYRENE RETAINER FASTENED TO FRAME WITH (10) #8 x 3/4" PAN HEAD MACHINE SCREWS. IMPACT —RESISTANT ASSEMBLY DETAILS DRAWING 104724-A 4 1 3 STANDARD ASSEMBLY CONSTRUCTION: OPTIONAL DSB OR 1/8" ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS REGIONS (REF, CHAPTER 16 FBC/IBC). SECTANT GLAZING OPTION MOLDED INSIDE LITE RETAINER. FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN IMPACT —RESISTANT FRAME. 1 rs.E5 #80/4" PAN HEAD SCREW (10 SCREWS PER LITE). STANDARD ASSEMBLY DETAILS DRAWING 104724-8 ACTURING PRODUCT DSIE-1F171 C I DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A A TEST LOADS: +57.0 P.S.F. & -63.0 P.S.F. Unless Stated Otherwise = ��Q Mason, Duke 50ulevrSA WINDL❑AD RATING TOLERANCES are Tell n, DH 45040 USA \ / [ � P 3 8 Tel. Ho. 513-770—QOO �/V V .0 = t.031 CORPORA ION Fax No. 513-770-4653 .00 = t.015 DESCRIPTION: 2" EPS INS. DOORS TO 16'2" (SEE TABLE FOR MODELS) .000 = t.005 DRAWN BY: SH DATE: 9/28/12 SCALE: NTS DWG. R .0000 = t.001 SIZE L Degrees = f 1/2' CHECKED BY: SH DATE: 10/12/12 SHEET 2 OF 4 Unless Stated Otherwise VER: IBC DIMENSIONS ARE IN INCHES. DWG. NO.: 104724—A/B 2 FLOIRDHDQ p ODMC 7 b%FTROVAL 16107 A C C■ IA MODELS 4 27 GA SHORT 27 GA FLUSH 27 GA LONG CL❑PAY 4300, HDG 4301, HDGF 4310, HDGL H❑LMES 66, 66G, 6200 68, 6201 67, 67G, 6203 IDEAL SP200 SF200 SE200 r HORIZONTAL (TOP) JAMB (NO LOAD FROM DOOR) FASTENER TYPE MAX, O.C. 2x6 VERTICAL JAMB 3 166 2 SHEET, 3 OF 4 REV. N0. ZONE: DATE: JAMB TO SUPPORTING STRUCTURE ATTACHMENT 1..Q AL 1THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL SYP (GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +304 LB & -336 LB. PER LINEAR FOOT OF JAMB. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 9YA VFRTICAI .IAMmz nR cl IDonoTmt, croi inrn ior\ MAXIMUM ON —CENTER DISTANCE STEEL BUILDING TYPE FASTENER TYPE BETWEEN * WASHERS FASTENERS REQUIRED? BLOCK WALL 1 4" x 1-1 IN. EMBED TAPCO-N -CONCRETE ANCHOR 7-1 2" 1 O.D. 3000 PSI MIN. CONCRETE 1 4 x 1 Mft EMBED TAPCON CONCRETE ANCHOR 8-1/4" 1 O.D. 3 8' X 1-3/4" MIN. EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR (MCI uDE_ F CONCRETE - - INCLUD - 7-3/4" 1 O.D. • FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"", EXCLUDING STUCCO THICKNESS. ♦♦�ifiiTf✓lt1��. — — %0� -�T HAA4 �♦♦ G.0 TQ 'ems No 63286 f STATE OF 41 ♦�jsrOfyA ;so DESIGN ENGINEERI SCOTT HAMILTON, P.E. REVISIONS ECN NO. APPVD: I DESCRIPTION _ - ! - I SEE REVISION HISTORY ON SHEET ONE. 1.95" THICK, 1 # DENSITY EXPANDED POLYSTYRENE FOAM INSULATION LAMINATED TO BOTH EXTERIOR AND INTERIOR SKINS. ff TONGUE AND GROOVE JOINTS. 4"- 4-1/4" L VIEW "D" 4" TALL TAPER STRUT. 0.057" MIN. GALV. STEEL, 50 KSI. MIN. 1:•:•;•: 27 GA (0.016" MIN.) EXTERIOR STEEL SKIN WITH G-40 MIN. GALV. BAKED —ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. #14x5/8" SHEET METAL SCREWS 0 o a 1 /4"x3/4" SELF a' TAPPING SCREWS. 14 GA. ENQHINGES 18 GA. MIN INTERNED AT HIN VIEW "B" VIEW "C" 3 SILICONE FILLED CHANNEL SEPARATES FRONT AND BACK SKIN OF DOOR. (1) 12 GA. GALV. STEEL TOP ROLLER BRACKETS (2-1/2" x 5-3/8"). EACH BRACKET ATTACHED W/(4) #14x5/8" SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1 /4"x 1 /2" BOLTS AND NUTS PER BRACKET. 27 GA. (0.016" MIN.) INTERIOR STEEL SKIN (DRAWING QUALITY) WITH G-40 MIN. GALV, BAKED —ON PRIMER AND A BAKED —ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. 14 GA. GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES WITH (4) #14x5/8" SHEET METAL AND (2) 1/4"x3/4" SELF TAPPING SCREWS. SEE VIEW "B". ONE 4" T—STRUT PER SECTION. (SEE j VIEW "D") EACH T—STRUT ATTACHED AT f EACH HINGE LOCATION WITH (2) 1/4"x3/4" SELF TAPPING SCREWS. 13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A—A(SIDE VIEW DESIGN LOADS: +38.0 P.S.F. & —42.0 P.S.F. Unless Stated Otherwise TOLERANCES are .0 = t .031 .00 = t .015 000 = f .005 .0000 = t .001 Degrees = t 1/2' Unless Stated Otherwise DIMENSIONS ARE IN INCHES. 2 G LOGDQDA MANUFACTURING PRODUCT CODE DSIE-1F171 S.F. & —63.0 P.S.F. PART NO.: N/A = C10pay 8585 Duke Boulevard WINDLDAD RATING Main, OH 45040 USA W 6 D P 3 8 Tel. No. 513-770-770-4800 CORPORATION Fax No. 513-770-4853 DESCRIPTION: 2" EPS INS. DOORS TO 16'2" (SEE TABLE FOR MODELS DRAWN BY: SH DATE: 9/28/12 SCALE: NTS DWG. R CHECKED BY: SH I DATE: 10/12/12 SHEET 3 OF 4 SIZE L DWG. NO.: 104724-A/B VER: IBC p ODMC�� app[OO M °, L� 6107 C C ■ 1] I I 0 4 MODELS 27 GA SHORT CL❑PAY 4300, HDG H❑LMES 66, 66G, 6200 IDEAL SP200 2" TRACK CONFIGURATION DOORS UP TO 800 LBS. x c� w x o: 0 0 0 II x w x 0 z z w a_ 0 L1_ 3" TRACK CONFIGURATION DOORS 800 LBS AND OVER. 'kilo 11 �rt ` * ; No 63286 r � '. STATE OFto -ft t[I: .0 ' • �� 4 f0NA11 0i"k�t�i DESIGN ENGINEERI SCOTT HAMILTON, P.E. 0 x c? w X: of 0 0 0 II x c� w x z Z z w EL 0 27 GA FLUSH 4301, HDGF 68, 6201 SF200 27 GA LONG 4310, HDGL 67, 67G, 6203 SE200 NOTE: TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR. DOOR COUNTERBALANCE SYSTEM 13 GA GALV. STEEL FLAG BRACKET ATTACHED TO JAMB WITH (3) 5/16" X 1-5/8" LAG SCREWS AND TO TRACK WITH (2) 1/4" RIVETS. AS RQD: SPACING NTE 14" O.C. 63" 2" GALV. STEEL TRACK, TRACK THICKNESS: 0.083". 50" 38 TYP. 2-1/2" X 12 GA GALV. STEEL TRACK BRACKETS, ATTACHED TO JAMB WITH (1) 24" 5/16" X 1-5/8" LAG SCREW PER TRACK BRACKET. loll 3-1/2" 3 HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT). NOTE: TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR. CENTER HANG REQUIRED FOR DOORS OVER 8' HIGH. 2 SHEET IREVISIONS 4 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD; I DESCRIPTION 05 - - - - I SEE REVISION HISTORY ON SHEET ONE. 1" DOOR OVERLAP (EACH SIDE) 2x6 SYP WOOD JAMB. SEE 3" MIN. "JAMB PREPARATION NOTE". ��.,.Y�.��.,....... 2-1/2" X 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS WITH 5/6" X 1-5/8" LAG SCREWS NOT TO EXCEED 14" ON -CENTER. MIN. OF (9) LAG SCREWS REQUIRED PER JAMB. 2" GALV. STEEL TRACK FASTENED TO 12 GA GALV STEEL TRACK BRACKETS WITH EITHER (2) 1/4" DIA. RIVETS OR (1) 1/4" X 5/8" BOLT & NUT PER TRACK BRACKET. DPTIONAL STOP MOULDING BY INSTALLER (TO SUIT). 16 GA GALV. STEEL DOUBLE -END -STILE FASTENED WITH (1) #8 X 1/2" WAFER SCREW. END STILE DIM.: 5-3/4 X 2-1/8" X 3/8". �7/16" I.D. ROUND _ 18 GA. GALV. STEEL CENTER HINGE PUSH NUT FASTENED TO SECTIONS W/(4) EACH FASTENER. #14x5/8" SHEET METAL SCREWS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8" SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. 2" DIA. 7-1/2" LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. PREPARATION OF JAMBS BY OTjjERS. 1" DOOR OVERLAP (EACH SIDE) Or 2x6 SYP WOOD JAMB. SEE 3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACK "JAMB PREPARATION NOTE". THICKNESS: 0.101". ANGLE THICKNESS: 0.080". HORIZONTAL TRACK MIN. ANGLE DIMENSIONS 3-1/4" x 2-7/8". SUPPORT BY DOOR `VERTICAL/HORIZONTAL TRACK 14" MAXIMUM SPACING INSTALLER (TO SUIT). JUNCTION. TWO 1/4" BOLTS FROM LAST MOUNTING . x 2-7/8" MIN. x 0.080" TAPERED ANNGLEGLE. & NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION SEE LAG BOLT MOUNTING AT TRACK CONFIGURATION BELOW. ADDITIONAL MOUNTING SLOTS SPACED AT 12" CENTERS. 12" ON CENTER 46" 34" NE. Y4" TRACK BOLT AND NUT AT EACH MOUNTING SLOT LOCATION. 22„ an 3-1/2" DOOR VERTICAL 0.101" THICK 3" GALV. STEEL TRACK FASTENED TO TAPERED ANGLE. TRACK ATTACHED TO TAPERED ANGLE WITH ONE 1/4"x5/8" BOLT & NUT AT EACH MOUNTING SLOT. LHR BRACKET (2-1/2" x 5-3/4" x 12GA) ATTACHED WITH (2) 1/4" x 3/4" SELF TAPPING SCREWS. NOTE THAT LHR BRACKETS ARE ALSO USED WITH "DOUBLE END STILE" AS SHOWN IN ZONE B-3 SHEET 1. tDOUBLE TRACK LOW HEADROOM OPTION (AVAIL. FOR BOTH 2" AND 3" TRACK) DOUBLE HORIZONTAL TRACK. STOP MOULDING BY DOOR INSTALLER (TO SUIT). . 16 GA GALV. STEEL DOUBLE -END -STILE FASTENED WITH (1) #8 X 1 /2" WAFER SCREW. END STILE DIM.: 5-3/4 X 2-1/8" X 3/8". 7/16" I.D. ROUND L l8 GA. GALV. STEEL CENTER HINGE LPUSH NUT FASTENED TO SECTIONS W/(4) EACH FASTENER. #14x5/8" SHEET METAL SCREWS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8" SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. L- 3" DIA. 8-1/2" LONG STEM BALL BEARING STEEL ROLLER. ir• f- Y SECTION C-C MANUFACTURING PRODUCT CODE ;, -PREPARATION OF JAMBS BY OTHERS. D S I E -1 F 171 DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A TEST LOADS: +57.0 P.S.F. & -63.0 P.S.F. Unless Stated Otherwise TOLERANCES _ Clopil 8585 Duke Boulevard WINDL❑AD RATING Mason, USA are 51 -770 \ _ / D P 3 8 _ Tel. No. 513-770-4800 �/\/ 0 = f.031 CORPORATION Fax No. 513-770-4853 ONE 5/16" x 1-5/8" LAG SCREW SPACED AT THE SAME 00 = t.015 DESCRIPTION: 2" EPS INS. DOORS TO 16'2" (SEE TABLE FOR MODELS] DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2", loll, 22", 34", .000 = t.005 46", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16", 28", & .0000 = t.001 DRAWN BY: SH DATE: 9/28/12 SCALE: NTS DWG. 40" FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees = t 1/2' CHECKED BY: SH DATE: 10/12/12 SHEET 4 OF 4 SIZE VERTICAL/HORIZONTAL TRACK JUNCTION. Unless Stated Otherwise DIMENSIONS ARE IN INCHES. DWG. NO.: 104724—A/B VER: IBC 3 2 GLOI HDQ p ODDMCAT appI�OMQL 10�077 0 10 0 0 (ZI) NEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CertainTeed, LLC 20 Moores Road Malvern, PA 19355 (610) 893-5400 Evaluation Report 3532.09.05-1117 FL5444-R16 Date of Issuance: 09/22/2005 Revision 17: 07/24/2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 711 Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMO I etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 14. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 07/24/2020. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEW ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 02018 NEMO ETC, LLC ONEMOletc. ROOFING SYSTEMS EVALUATION: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed, LLC, have demonstrated compliance with the following sections of the 7' Edition (2020) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Section Property Standard Year 1507.2.5, R905.2.4 Material standard ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind resistance ASTM D7158 2019 REFERENCES: Entity Examination Reference I Date PRI(TST 5878) ASTM D3161 256T0015 08/12/2019 UL(TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC (TST 9628) ASTM D3161 4786821352 02/21/2015 ULLLC (TST 9628) ASTM D3161,D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787592174 10/21/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 ULLLC (TST 9628) ASTM D3161 & D3462 4788042412 11/15/2017 ULLLC (TST 9628) ASTM D3161,D3462 & D7158 4788362767 03/03/2018 UL LLC (QUA 9625) Quality Control Service Confirmation 11/13/2019 NEMO ETC, LLC Evaluation Report 3532.09.05-1137 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL5444-R16 CertainTeed Asphalt Roof Shingles Revision 17: 07/24/2020 Page 2 of 14 NNEMO I etc. 4. PRODUCT DESCRIPTION: TABLE 1: ASPHALT SHINGLE COMPONENTS Type Product Description Material Standard Plant(s) Fiberglass reinforced starter shingle, High -Performance Starter measuring 10" x 36", for use with ASTM D3462 NC Grand Manor® and Highland Slate® Fiberglass reinforced starter shingle, measuring 13-1/4" x 40", with a Presidential° Starter reinforcement on the underside, for ASTM D3462 CA(F) use with Presidential Shake® and Presidential Shake® TL Starter Strips Presidential® Starter IR Fiberglass reinforced starter shingle, measuring 13-1/4" x 40", for use with ASTM D3462 CA(F) Presidential Shake® IR SwiftStart® Starter Shingle Fiberglass reinforced starter strip, measuring 15-1/4" x 38-3/4" ASTM D3462 MN Fiberglass reinforced starter shingle, Universal Starter measuring 7" x 36", for use with shingles measuring 12" x 36" having a ASTM D3462 NC weather exposure < 5" CT 20'" LA, NC CT 20TI Metric OR Fiberglass reinforced, 3-tab asphalt roof shingle ASTM D3462 XTT 25 LA, MN, NC, OH XTT"' 25 Metric OH, OR XTT"" 30 IR LA Highland Slate® Fiberglass reinforced, 4-tab asphalt roof shingle ASTM D3462 NC Arcadia'" CA(F) Belmont® NC Belmont® IR NC Carriage House® NC Grand Manor® NC Landmark® CA(W), GA, LA, MA, MO, MN, NC, OH, OR, TX Landmark® Pro CA(W), GA, MA, MO, MN, OH, NC Asphalt Fiberglass reinforced, laminated asphalt roof shingle ASTM D3462 Landmark® Pro Architect 80 OR Shingles Landmark Pro Solaris® CA(W) Landmark® Premium CA(W), MA, MN, OR, NC Landmark Solaris® CA(W), OR Landmark Solaris® Gold/Platinum OR Landmark® TL CA(F) Landmark® TL Solaris CA(F) NorthGate® Fiber g Fiberglass reinforced, laminated, SBS modified bitumen roof shingle ASTM D3462 MN, OR Presidential Shake® CA(F), MN Presidential Shake® IR MN Fiberglass reinforced, architectural asphalt roof shingle ASTM D3462 Presidential Shake® TL CA(F), MN Presidential Solaris® CA(F) Presidential TL Solaris CA(F) Patriot Fiberglass reinforced asphalt roof strip -shingle; laminated appearance ASTM D3462 OH, OR Note: Any of the above listed shingles may be produced in AR (algae resistant) versions NEMO ETC, LLC Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles Evaluation Report 3532.09.05-1117 FL5444-R16 Revision 17: 07/24/2020 Page 3 of 14 ONEMOletc. TABLE 1 (CONTINUED): ASPHALT SHINGLE COMPONENTS Type Product Description Material Standard Plant(s) Hip & Ridge Shingles Shangle Ridge° Fiberglass reinforced accessory shingles for hip and ridge installation ASTM D3462 NC Shadow Ridge® ASTM D3462 MA, MN, NC, OH Shadow Ridge® Metric ASTM D3462 OR Cedar Crest® None NC Cedar Crest® IR None NC NorthGate® Ridge ASTM D3462 OR NorthGate® Accessory ASTM D3462 MN 5.1 This is a Building Code Evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami - Dade Counties). 5.3 This Evaluation Report pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 Wind Classification: Refer to Section 6 for installation requirements to meet wind classifications. TABLE 2A: WIND CLASSIFICATIONS, ASPHALT SHINGLES Product FBC Table 1507.2.7.1 or R905.2.6.1 CT 20'" ASTM D3161(F) & ASTM D7158(H) CT 20'" Metric ASTM D3161(F) & ASTM D7158(H) XT'" 25 ASTM D3161(F) & ASTM D7158(H) XT'" 25 Metric ASTM D3161(F) & ASTM D7158(H) XT'" 30 IR ASTM D3161(F) & ASTM D7158(H) Arcadia'" ASTM D3161(F) & ASTM D7158(H) Belmont° ASTM D3161(F) & ASTM D7158(H) Belmont° IR ASTM D3161(F) & ASTM D7158(H) Carriage House® ASTM D3161(F) & ASTM D7158(H) Grand Manor® ASTM D3161(F) & ASTM D7158(H) Landmark® ASTM D3161(F) & ASTM D7158(H) Landmark® Pro ASTM D3161(F) & ASTM D7158(H) Landmark' Pro Architect 80 ASTM D3161(F) & ASTM D7158(H) Landmark Pro Solaris® ASTM D3161(F) & ASTM D7158(H) Landmark' Premium ASTM D3161(F) & ASTM D7158(H) Landmark Solaris® ASTM D3161(F) & ASTM D7158(H) Landmark Solaris® Gold/Platinum ASTM D3161(F) & ASTM D7158(H) Landmark® TL ASTM D3161(F) & ASTM D7158(H) NorthGate® ASTM D3161(F) & ASTM D7158(H) Presidential Shake® ASTM D3161(F) & ASTM D7158(H) Presidential Shake® IR ASTM D3161(F) & ASTM D7158(H) NEMO ETC, LLC Evaluation Report 3532.09.05-1137 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL5444-R16 CertainTeed Asphalt Roof Shingles Revision 17: 07/24/2020 Page 4 of 14 ONEMOletc. TABLE 2A: WIND CLASSIFICATIONS, ASPHALT SHINGLES Product FBC Table 1507.2.7.1 or R905.2.6.1 Presidential Shake® TL ASTM D3161(F) & ASTM D7158(H) Presidential Solaris° ASTM D3161(F) & ASTM D7158(H) Presidential TL Solaris ASTM D3161(F) & ASTM D7158(H) Highland Slate° ASTM D3161(F) & ASTM D7158(H) Patriot ASTM D3161(F) & ASTM D7158(H) 5.5.1 Classification by ASTM D7158: ASTM D7158, Class H applies only to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT or RA) for the CertainTeed asphalt Roof shingles listed in Table 1 (except Presidential Solaris° Landmark Pro Solaris° and Landmark Solaris° Gold/Platinum) exceeds the calculated uplift force (FT) under the following conditions: • maximum design wind speed of Vasa = 150 mph (Vuit = 194 mph) • located in Exposure D conditions • no topographical variations (flat terrain) • having a mean roof height less than or equal to 60 feet. The shingles (except Presidential Solaris° Landmark Pro Solaris® and Landmark Solaris° Gold/Platinum) are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. TABLE 2113: WIND CLASSIFICATIONS, STARTER STRIPS AND HIP & RIDGE Type Product FBC Table 1507.2.7.1 or R905.2.6.1 High -Performance Starter ASTM D3161, Class F Presidential® Starter ASTM D3161, Class F Starter Strips Presidential® Starter IR ASTM D3161, Class F SwiftStart® Starter Shingle ASTM D3161, Class F Universal Starter ASTM D3161, Class F Shangle Ridge® ASTM D3161, Class F (sealant required, See Section 6) Shadow Ridge® (NCproduction) ASTM D3161, Class F Shadow Ridge® (MA, MN or OH production) ASTM D3161, Class F (sealant required, See Section 6) Hip & Ridge Shadow Ridge ® Metric (OR production) ASTM D3161, Class F (sealant required, See Section 6) Shingles Cedar Crest° ASTM D3161, Class F (sealant required, See Section 6) Cedar Crest' IR ASTM D3161, Class F (sealant required, See Section 6) NorthGate® Ridge ASTM D3161, Class F NorthGate® Accessory ASTM D3161, Class F 5.5.2 High -Performance Starter shingles are limited to use with Grand Manor® and Highland Slate® shingles. 5.5.3 Presidential° Starter shingles must be applied using two (2) overlapping layers and are limited to use with Presidential Shake' and Presidential Shake® TL shingles. 5.5.4 Presidential® Starter IR shingles must be applied using two (2) overlapping layers and are limited to use with Presidential Shake® IR shingles. 5.5.5 Universal Starter shingles are limited to use with CertainTeed shingles measuring 12" x 36" having a weather exposure < 5". NEMO ETC, LLC Evaluation Report 3532.09.05-1137 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL5444-R16 CertainTeed Asphalt Roof Shingles Revision 17: 07/24/2020 Page 5 of 14 ONEIVIOletc. 5.6 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the Product Approval of the component manufacturer for components that are produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report. 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed, LLC and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed, LLC current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 HIGH-PERFORMANCE STARTER: 6.4.1 Eaves: For the first starter shingle in each roof corner, use five (5) nails as shown below. All other starter shingles require four (4) nails per shingle. Nails must be of sufficient length to penetrate into the deck 3/4" or through the thickness of the decking, whichever is less. Nails are to be 11 or 12 gauge, corrosion -resistant roofing nails with 3/8" heads. Apply the 10" starter shingle with its factory -applied sealant stripes at the shingle's lower -most edge and nail firmly into the roof deck as near as possible *(maximum 3") to the eaves edge while avoiding the sealant. With the starter shingle well fastened to the deck and the sealant low on the starter shingle, it can firmly adhere to the first course shingles. *If nailing within 3" is not possible, nail as closely as possible, then lift and adhere the starter shingle to the underlayment and to the supporting structure with CertainTeed FlintBondT"^ Asphalt Roofing Cement -Caulk Grade, or approved equal. Rakes: Prior to installation of the field shingles, starter shingles may be applied up the slope along the rake edge with sealant edge placed closest to the rake edge. Fasten as indicated below. HIGH-PERFORMANCE STARTER SHINGLES 36" 10. 1 V13"(Max 3") NEMO ETC, LLC Evaluation Report 3532.09.05-1117 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL5444-R16 CertainTeed Asphalt Roof Shingles Revision 17: 07/24/2020 Page 6 of 14 ONEIVIOletc. 6.5 PRESIDENTIAL® STARTER AND PRESIDENTIAL® STARTER IR: 6.5.1 General: These shingles shall be applied by using two (2) overlapping layers. Begin application of the bottom/lower layer of starter shingles by cutting and applying a 13-3/4" x 20" piece at the lower left rake/eaves corner overhanging rakes and eaves 1/4" to 3/4". Continue along the eaves with full-size 13-1/4" x 40" starter shingles. Each top/upper starter course shingle shall have its 2" top section removed at the perforations, resulting in 11-1/4" x 40" shingles. The colored granule portion of the "top" starter shingles shall be located nearest the lowermost eave edge. Install the first top/upper starter shingle so that it is flush to the left side and bottom edges of the first bottom/lower starter shingle. This first top/upper starter shingle shall be 11-1/4" x 38". Continue along the eaves with 11-1/4" x 40" top/upper starter shingles ensuring that the lower edges are flush with the lower edges of the bottom/lower layer. Reference the product's wrapper for more specific details. Eaves: Fasten as shown below. Rakes: After applying the starter shingles at the eaves, but prior to installing the field shingles, starter shingles may be applied up the slope at the rake edge. Fasten as shown below. Fastening: Four nails are required per shingle. Nails shall be of sufficient length to penetrate into the deck 3/4" or through the thickness of the decking, whichever is less. Nails are to be 11 or 12 gauge, corrosion -resistant roofing nails with 3/8" heads. Presidential Starter and Presidential IR Starter Shingles 1 20, 1st Bottom starter Full Bottom Starter 1 '4I istT3� Starter a lhILL61L J 6.6 UNIVERSAL STARTER: 6.6.1 General: While Universal Starter Strip shingles are specifically designed to be used with shingles 36" length and having a weather exposure of < 5", they may be installed beneath shingles of any length if special precautions are taken. IMPORTANT: In all cases the end joints of the starter and the first course shingles shall NEVER BE LESS THAN 3-1/2" apart. Eaves: The sealant on starter courses should face out and lie as close as possible to the eaves edge of the roof. Fasten as described below. Rakes: After applying the starter shingles at the eaves, but prior to installing the field shingles, starter shingles may be applied up the slope at the rake edge with sealant facing out and nearest to the outer roof edge. Fasten as described below. Fastening: Use four nails on these starter shingles as shown below. The sealant on starter courses shall lie as close as possible to the eaves edge of the roof. Nails shall be of sufficient length to penetrate into the deck 3/4" or through the thickness of the decking, whichever is less. Nails are to be 11 or 12 gauge, corrosion -resistant roofing nails with 3/8" heads. UNIVERSAL STARTER SHINGLES 36' 12" 12' 12" Max NEMO ETC, LLC Evaluation Report 3532.09.05-1137 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL5444-R16 CertainTeed Asphalt Roof Shingles Revision 17: 07/24/2020 Page 7 of 14 ONEMOletc. 6.7 SWIFTSTARTO STARTER SHINGLE: Fastening: Use four nails, located as shown below 38-3/4" (984 mm) 1" (25 mm) from edge l' (25 mm) from edge I 7-5r8" • • • . �(194 mm) Max 3' i (76 mm) T The inner two fasteners must be placed such that they fall at least 3' (76 mm) from the end joints of the shingle in the succeeding course. 6.8 CT 20T-' XTT- 25, XTT" 30 Ill LOW AND STANDARD SLOPE ENGLISH 12'' 12" 12'' �(305 mm) 305 mm) (305 mm)---� 1"(25mm) Sealant 1"(25mm) 5 GIs" (145 mm) 5 ��2„ for Norwoo d Planf METRIC � 131/8" 131/8" 13118" (25 mm) Sealant 1" (25 mm) 61 /a Figure 11-3: Use four mails for every full shingle. STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type II is suggested. I� Roofing Cement Apply 1" (25 mm) spots of asphalt roofing cement under each tab corner. Figure 11-4: Use four nails wad six spots ofasphalt cerrrent on steep slopes. *CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridge: Cut Shingles Note: The use of BASF 'Sonolastic° NP1T" ' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant" in accordance with CertainTeed requirements is required for the ASTM D3161, Class F wind rating. 1111 �t �250 mm m(25 m) W-Remove� ( it f )ff )ff 1- -f _ _ _l_ _ _ _l_ _ _; 12'' CapCap Cap(305 mm) Shingle Shingle Shingle 1 Figure 11-24: Cut tabs, then trim back to make cap shingles (English dimensions shown), NEMO ETC, LLC Certificate of Authorization #32455 5 �� 12" (305 mm)�`� For (125 m l _ Sues m J 1 t m 5 s � sh�� earl \t1 kor N°rs�Ood P Figure 11-25.' Installation of caps along the hips and ridges. 7T" EDITION (2020) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles Evaluation Report 3532.09.05-R37 FL5444-R16 Revision 17: 07/24/2020 Page 8 of 14 6.9 ARCADIATM: LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for every full shingle located as shown below. 1" (25 mm) 1' (25 mm) — Nail Lins Nail Nail Line , Figure 2: Use star nails for every full shingle. Hip & Ridge: Cedar Cl or Cedar Crest' IR ONEMO I etc. Use SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shown below. Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting ASTM D 4586 Type II is suggested. Figure 3: Use six nails and four spots of asphalt roofing cement on steep slopes. Use two (2), minimum 13/-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum %-inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. Note: The use of BASF "Sonolastic® NP1TPd' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant" in accordance with CertainTeed requirements is required for the ASTM D3161, Class F wind rating. S. 12, rl 203 mm) (305 rr' �xp�,ure --{ram e l Hand -sealing adhesive 114° — 411 314 1 Dab of asphalt cement between 1 shingle layers NEMO ETC, LLC Evaluation Report 3532.09.05-11137 Certificate ofAuthorizotion #32455 7T" EDITION (2020) FBC NON-1 EVALUATION FL5444-11116 CertainTeed Asphalt Roof Shingles Revision 17: 07/24/2020 Page 9 of 14 ONEMOletc. 6.10 BELMONT® OR BELMONT® IR: Low and Standard Slope Steep Slope (greater than 21:12): (2:12 to 21.12): Use SEVEN nails and EIGHT spots of Use FINE nails for every full Belmont shingle, asphalt roofing cement`" for every full located as shown below. 11.12' 1,38 mW or less l� 1' (25 nns Lk A I 1' (25 mm) l L--, o Additional nails if required. 7- 6 518' (220 mm) 1 Belmont shingle. Apply asphalt roofing cement f" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM U4586 Type II is suggested_ 1 1 2' (Y mml cr less FZ, 1-1- (25 rrn;+ 1' (25 rrrr r—1 mmi R Sr8' �—C, Lojo I220 nrr'. , 1- (25 mM! RDDling Cement Hip & Ridge: Option 1: For Belmont°, refer to instructions for Cedar Crest® or Cedar Crest' IR. For Belmont® IR, refer to instructions for Cedar Crest® IR. Note: The use of BASF 'Sonolastic° NP1 r"' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant" in accordance with CertainTeed requirements is required for the ASTM D3161, Class F wind rating. Option 2: For Belmont°: Shangle° Ridge Note: The use of BASF'Sonolastic° NP1`adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant" in accordance with CertainTeed requirements is required for the ASTM D3161, Class F wind rating. Figure 17-18: S'hangle' Ridge. 181, Exposure Remove tape from the right side 1� ,' g° and fasten SECOND Fasten the j' left side 85/$1 RIGHT FIRST f LEFT Figure 17-19: Installation of SbangleQ Ridge shingles on hips and ridges. NEMO ETC, LLC Evaluation Report 3532.09.05-R17 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL5444-R16 CertainTeed Asphalt Roof Shingles Revision 17: 07/24/2020 Page 10 of 14 NMEMO I etc. 6.11 CARRIAGE HOUSE® AND GRAND MANOR®: LOW AND STEEP SLOPE STANDARD SLOPE Use seven nails and three spots of asphalt roofing cement for every Ilse fire nails for every full Shangle. full Grand Manor ShanaIe. Use five nails and three spots of asphalt roofing cement for every full Carriage House Sbangle and Centennial 11 - 5/S" (16 mm) pilIll l 'P"011 Slate, Apply asphalt rooting cement 1 (25 mm) from edge of shingle (Figure 17-5). Asphalt roofing cement meeting ASTM D4586 Type [I is suggested. (25 mm) B 5i8„ 220 mm) Figure 174 Use five nails for ever,' full Grand Manor Sbangle, Carriage House Sbangle; or Centennial Slate. Hip & Ridge: Refer to instructions for Shangle° Ridge. T {38 mm) 1.- P or less � _1, f {25 mm) (25 mm) (16 mm) I (220 mm) (25 rn Roofing Cement Figure 17.5: Wben installing Grand Manor Shangles on steep slopes, use severe nails and three spots of asphalt roofing cemraent. 6.12 LANDMARK, LANDMARK PRO, LANDMARK® PRO ARCHITECT 80, LANDMARK PRO SOLARIS®, LANDMARK® PREMIUM, LANDMARK SOLARIS®, LANDMARK SOLARISO IR, LANDMARK SOLARISE GOLD/PLATINUM OR NORTHGATl Allu:- NAIaNG 12' 14 3A' a2' AREA I+ {305 mm) (375 mm) (M5 mom) �1 1 N aiira _ r- is - 1' ?24 nm} Lippe, nalIne I ewer nail Ire Haling areas for low and standard slopes (from 2:12 ID 21:12) Nat set-4"n upper $ k51", "s as srtewn above. STEEP 12" 14-14" 12" SLOPE I—(305 Mrn)— — (375 rrl —(305 mm}--I NAILING Nailin nits AREA ( hMe�. ewer 1 I-1"(25 mm) - nai lines. 1"(25 mm)—I �* z Nailing areas for steep slopes (greater than 21:12) and "Starn�Nailing" )F-ween lower 2 nail lines as shown above. NEMO ETC, LLC Evaluation Report 3532.09.05-11117 Certificate of Authorization#32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL5444-11116 CertainTeed Asphalt Roof Shingles Revision 17: 07/24/2020 Page 11 of 14 ONEMOjetc. Hip & Ridge: Option 1: Refer to instructions for Cedar Crest® or Cedar Crest® IR. Option 2: NorthGate° Accessory or Shadow Ridge' Note: The use of BASF "Sonolastic° NP1'""' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant" in accordance with CertainTeed requirements is required for the ASTM D3161, Class F wind rating. (Use of sealant is optional for Shadow Ridge° produced in Oxford, NC.) '--:2'a0 -I n: - 15' 15' :125 rur: t Certeiil, Nc1ch (337 rrrr) ✓ lign these rotchm tr, top 7 5;8 cdyrn' (19-,r•m, li,"ALILI$ 4:i. r$- NorthGate® Ridge 12'' (305mm) 6" 6'' (150mm) (150mm) Notch for Centering 12" (305mm) Notches for Alignment to the Top Edge of the Previous 7 Cap for 5" (125mm) Exposure (180 m) English Dimension Shadow Ridge® y^ (125mm) 131181, + (333 mm)---4, 6 518" ►6 518" ► (166 mm) (168 mm) Centering 13114" Notch (337 mm) Align these 7 518„ notches to top (194 mm) edge of previous course. 131/4" (337mm) NorthGate® Accessory 97/8" mm) 415/11 (250415/16 (125mm) (125mm) Notch for R Centering Notches forAlignment to the Top Edge of the Previous Capfor55(8''(141mm) Exposure Metric Dimension Shadow Ridge® 12.. (305mn') Laying Notch I II III II Figure 13-20: Use laying notches to center shingles on hips and ridges, and to locate the correct exposure. 75/8" (196mm) NEMO ETC, LLC Evaluation Report 3532.09.05-11117 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL5444-1116 CertainTeed Asphalt Roof Shingles Revision 17: 07/24/2020 Page 12 of 14 6.13 LANDMARK TL: LANDMARK TL LANDMARK TL 13112" 13" 13112" 1—(343 mm)--(330 mm)— —(343 mm)-t-j 1" (25 mm) FA Figurr 13-4: Use four urrils for eretl• fi ll shigle. NNEMO I etc. -13 12" 13 13 12' (343 mm) (330 mm) (343 mm) (25mm)---- Cement Figure 13-5: Use six nails andfour spots of asphalt roofing cement on steep slopes. —1'' (25 mm) Hip & Ridge: Refer to instructions for Cedar Crest®, Cedar Crest® IR, NorthGate® Accessory or Shadow Ridge®. 6.14 PRESIDENTIAL SHAKE®, PRESIDENTIAL SHAKE® IR, PRESIDENTIAL SHAKE® TL, PRESIDENTIAL SOLARIS®: LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply 1" diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the nailing guide lines, apply 4 nails I Nailing 40" above tab cutouts making certain tabs of overlying shingle cover nails. Guide Lines (1016 mm) 5 1 /4" (133 mm) • ?LFil I 14 1/4" t-1 112" 38 mm) (362 mm) NOTE: Apply nails on painted guideline. Figure 16-6. Fastening Presidenhat and Presidential TL Shake shingles on low and standard slopes. 1 _ T 1" diameter asphalt roofing cement Figure 16-7: Fastening Presidential and Presidentiat T/L Shake shingles on steep slopes. Hip & Ridge: Refer to instructions for Cedar Crest® or Cedar Crest® IR. NEMO ETC, LLC Evaluation Report 3532.09.05-R37 Certificate of Authorization#32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL5444-R16 CertainTeed Asphalt Roof Shingles Revision 17: 07/24/2020 Page 13 of 14 6.15 HIGHLAND SLATE®: LOW AND STANDARD SLOPE: Sao min 2ao —) 2ao mm) 2ao mm) 1" (2fi min) 1" (25 min) 9-8f8" (240 mm) Miami -Dad e requ ires SIX nails (two nails 1" (25 min; installed over center cutout as shown}. Figure 11-3: Use FIVE nails far eve, y Highland Slate shingle. NNEMO I etc. STEEP SLOPE: Use FIVE nails and EIGHT spots of asphalt roofing cement* for each full Highland Slate shingle. For Miami -Dade, SIX nails are required. Apply 1" diameter spots of asphalt roofing cement under each tab corner. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. Miami -Dade requires SIX nails (two nails installed over center cutout as shown). Figure 113d: Use FIVE nails and eight spots of asphalt roofing cement under each tab corner. *CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridge: Refer to instructions for Cedar Crest®, Cedar Cl IR or Shangle Ridge®. 6.16 PATRIOT: LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nails for every full shingle located as shown below. Sealant 6-1/8i - (25 min) — — — — — — 1" [ 55 mrnj-Z (156 min} 13-113-118" (Mmir) (333 mrr) 1,333 rnj Use FOUR nails and four spots of asphalt roofing cement for every fall shingle as shown below. Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested. Apply 1"(25 nun) spots of asphalt roofing cement as shown. CAUnil Excessive use of roofing cement can cause shingles to blister. T -�1'(25 mm—) - — — — — - 1'-m-n'� sane [laeminT) I� _ T JRooling Gement- (30e min) (333mm) M wn) Hip & Ridge: Refer to instructions for Cedar Crest', Cedar Crest' IR, Northill Accessory, Shadow Ridge® or Shangle Ridge°. As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 611320-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com - END OF EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 3532.09.05-1137 Certificate of Authorization#32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL5444-R16 CertainTeed Asphalt Roof Shingles Revision 17: 07/24/2020 Page 14 of 14 NEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 0 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION O. GAF Evaluation Report 01506.01.08-1130 1 Campus Drive FL10124-R28 Parsippany, NJ 07054 Date of Issuance: 01/03/2008 (800) 766-3411 Revision 30: 09/21/2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 7" Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMO Ietc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 8. Prepared by: ;Q l �a-5. b c Robert J.M. Nieminen, P.E. ��^ E The facsimile seal appearing was authorized by Robert •,,a" r„-'•;'y�-,a" Nieminen, P.E. on 09/21/2020. This does not serve as an Florida Registration No. 59166, Florida DCA ANE1983 " :'d .', ...... ' electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ©2018 NEMO ETC, LLC ONEMOletc. ROOFING SYSTEMS EVALUATION: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the 7tn Edition (2020) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Section Property Standard Year 1507.2.4, R905.2.3 Material standard ASTM D1970 2015 1507.2.5, R905.2.4 Material standard ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2019 1507.2.7.1, R905.2.6.1 Wind Resistance TAS 107 2020 3. REFERENCES: Entity Examination Reference Date PRI (TST 5878) Physical Properties GAF-025-02-01 03/27/2002 PRI (TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI (TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI (TST 5878) Physical Properties GAF-324-02-01 12/01/2011 PRI (TST 5878) ASTM D1970 (QuickStart) GAF-340-02-01 03/13/2012 PRI (TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 PRI (TST 5878) Wind Driven Rain GAF-895-02-01 11/20/2018 PRI (TST 5878) Wind Driven Rain GAF-896-02-01 11/20/2018 PRI (TST 5878) ASTM D3462 GAF-897-02-01 11/08/2018 PRI (TST 5878) ASTM D3462 GAF-898-02-01 11/08/2018 PRI (TST 5878) ASTM D3462 GAF-899-02-01 11/15/2018 UL (TST 1740) ASTM D3462 93NK6295 11/29/1993 UL (TST 1740) ASTM D3462 99NK43835 01/12/2000 UL (TST 1740) TAS 107 94NK9632 03/29/2000 UL(TST 1740) ASTM D3462 01NK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 01NK9226 05/21/2001 UL(TST 1740) ASTM D3161 01NK37122 12/18/2001 UL(TST 1740) ASTM D3462 01NK37122 12/19/2001 UL (TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 UL(TST 1740) ASTM D3161 03CA5367 03/11/2003 UL (TST 1740) ASTM D3462 03NK26444 10/17/2003 UL (TST 1740) ASTM D3462 04NK13850 06/07/2004 UL (TST 1740) ASTM D3161 04NK13850 06/23/2004 UL (TST 1740) ASTM D3161 04NK30546 03/10/2005 UL (TST 1740) ASTM D3462 04NK22009 05/06/2005 UL(TST 1740) ASTM D3161 04NK22009 05/09/2005 UL (TST 1740) ASTM D3462 05NK27924 02/10/2006 UL(TST 1740) ASTM D3161 05NK27924 02/11/2006 UL(TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006 UL (TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 UL (TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006 UL(TST 1740) ASTM D3462 06CA31603 12/01/2006 UL (TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL (TST 1740) ASTM D3161 07NK05228 03/13/2007 UL (TST 1740) ASTM D3161 06CA31611 04/04/2007 NEMO ETC, LLC Evaluation Report 01506.01.08-1130 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL10124-R28 GAF Asphalt Roof Shingles Revision 30: 09/21/2020 Page 2 of 8 ONEMOjetc. Entity Examination Reference Date UL (TST 1740) ASTM D3161 06CA61148 04/09/2007 UL(TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007 UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 03/13/2008 UL, LLC. (TST 9628) ASTM D3161 4788698165 03/24/2008 UL(TST 1740) ASTM D3161,D3462 07CA55908 04/01/2008 UL (TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009 UL(TST 1740) ASTM D3161,D3462 09CA06856 05/15/2009 UL (TST 1740) ASTM D3161,D7158,D3462 09NK06647 08/01/2009 UL(TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009 UL (TST 1740) ASTM D3161,D7158,D3462 10CA35554 03/05/2010 UL(TST 1740) ASTM D3161,D7158,D3462 10CA13686 05/15/2010 UL(TST 1740) ASTM D3462 10CA07264 05/27/2010 UL (TST 1740) ASTM D3462 10CA11953 10/29/2010 UL (TST 1740) ASTM D3161,D7158,D3462 10NK11951 10/30/2010 UL (TST 1740) ASTM D3161,D7158,D3462 10NK12070 11/04/2010 UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 01/30/2010 UL (TST 1740) ASTM D3161,D7158,D3462 10CA53934 03/31/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48924 10/22/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA47919 12/03/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48408 12/08/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48725 12/09/2011 UL, LLC. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, LLC. (TST 9628) ASTM D3161,D7158,D3462 12CA58151 02/15/2013 UL, LLC. (TST 9628) ASTM D3161 12CA38083 02/26/2013 UL, LLC. (TST 9628) ASTM D3161 13CA32332 06/18/2013 UL, LLC. (TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4786875675 07/17/2015 UL, LLC. (TST 9628) ASTM D3161,D7158,D3462 4787434542 05/17/2016 UL, LLC. (TST 9628) ASTM D3161,D7158,D3462 4788717529 09/09/2016 UL, LLC. (TST 9628) ASTM D3161 4788669132 12/13/2018 UL, LLC. (TST 9628) ASTM D3161 4788891098 02/14/2019 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4788932264 08/16/2019 UL, LLC. (TST 9628) ASTM D3161,D7158,D3462 4789115488 08/16/2019 UL, LLC. (TST 9628) ASTM D3161 4788959558 10/17/2019 UL, LLC. (TST 9628) ASTM D3161,D7158,D3462 4786508528 11/01/2019 UL, LLC. (TST 9628) ASTM D3161 4789132672 11/27/2019 UL, LLC. (QUA 9625) Quality Control Service Confirmation 10/18/2018 UL, LLC. (QUA 9625) Quality Control Florida BCIS Current TABLE 1: ASPHALT SHINGLE COMPONENTS Type Product Description Material Plant(s) Standard Pro -Start® Starter Strip Shingles (fka, Pro -Start' Eave/Rake Starter starter strips for asphalt roof shingles ASTM D3462 CA-S, IN-MV, TX-D Accessory Strip Shingles) Starter mineral -surfaced, fiberglass -reinforced, self - Strips QuickStart® Peel & Stick Starter adhering SBS modified bitumen starter strip, Roll nominal 9-inch x 33 ft roll, for use with ASTM D1970 CA-S, IN-MV asphalt shingles with exposure of 6-inch or less NEMO ETC, LLC Evaluation Report 01506.01.08-1130 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL10124-R28 GAF Asphalt Roof Shingles Revision 30: 09/21/2020 Page 3 of 8 ONEMOjetc. TABLE 1: ASPHALT SHINGLE COMPONENTS Type Product Description Material Standard Plant(s) color -coordinated starter strips for use with ry Accesso StarterMatch° Starter Strip Shingles Grand Canyon® and Grand Sequoia® series asphalt shingles. StarterMatch® are installed as the second starter for Grand Canyon® and ASTM D3462 CA-F Starter Grand Sequoia® series installations Strips WeatherBlocker'" Premium Starter Strip Shingles (fka, WeatherBlocker'" Premium starter strips for asphalt roof shingles ASTM D3462 IN-MV Eave/Rake Starter Strip Shingles) Marquis WeatherMax® IN-MV Royal Sovereign® AL, CA-F, FL, GA, IN - MV, PA, TX-D fiberglass reinforced 3-tab asphalt roof shingles ASTM D3462 Sentinel® GA, IN-MV, TX-D Camelot® II IN-MV Fortitude— PA Glenwood— IN-MV Grand Canyon® CA-F, IN-MV Grand Sequoia° CA-F, IN-MV Grand Sequoia® IR CA-F, IN-MV Grand Sequoia® ArmorShield° CA-F Grand Sequoia® AS CA-F Timberline® American Harvest' AL, CA-F, IN -MC, PA Timberline® AH AL, CA-F, IN -MC, PA Timberline° ArmorShield° II TX-E Timberline° AS II TX-E Asphalt Shingles Timberline° Cool Series fiberglass reinforced, laminated asphalt roof shingles ASTM D3462 CA-F Timberline® CS CA-F Timberline® HD AL, CA-S, FL, IN -MC, MD, MN, PA, TX-D, TX- E AL, CA-F, CA-S, FL, IN - Timberline® HDZT"" MC, MD, PA, TX-D, TX- E Timberline® Natural Shadow® AL, CA-S, IN -MC, MD, MN, PA, TX-D, TX-E Timberline° NS AL, CA-S, IN -MC, MD, MN, PA, TX-D, TX-E Timberline® Ultra HD AL, CA-S, IN -MC, PA, TX-E Timberline® UHD AL, CA-S, IN -MC, PA, TX-E Woodland® IN-MV Slateline'" fiberglass reinforced 5-tab asphalt roof shingle ASTM D3462 IN-MV Seal -A -Ridge® ArmorShield® AL Hip & Ridge Shingles Seal -A -Ridge® AS fiberglass reinforced, hip and ridge asphalt roof shingles ASTM D3462 AL Seal -A -Ridge° Ridge Cap Shingles AL Timbertex® Premium Ridge Cap Shingles IN-MV NEMO ETC, LLC Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION GAF Asphalt Roof Shingles Evaluation Report 01506.01.08-R30 FL10124-R28 Revision 30: 09/21/2020 Page 4 of 8 ONEMOletc. 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami - Dade Counties). 5.3 This Evaluation Report pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5_5 Wind Classification: Refer to Section 6 for installation requirements to meet wind classifications TABLE 2A: WIND CLASSIFICATIONS, ASPHALT SHINGLES Product FBC Table 1507.2.7.1 or R905.2.6.1 Marquis WeatherMax° ASTM D3161(F) & ASTM D7158(H) Royal Sovereign® ASTM D3161(F) & ASTM D7158(H) Sentinel° ASTM D3161(F) & ASTM D7158(H) Camelot® II ASTM D3161(F) & ASTM D7158(H) Fortitude— ASTM D3161(F) & ASTM D7158(H) Glenwood"" ASTM D3161(F) & ASTM D7158(H) Grand Canyon° ASTM D3161(F) & ASTM D7158(H) Grand Sequoia° ASTM D3161(F) & ASTM D7158(H) Grand Sequoia° IR ASTM D3161(F) & ASTM D7158(H) Grand Sequoia® ArmorShield° ASTM D3161(F) & ASTM D7158(H) Grand Sequoia® AS ASTM D3161(F) & ASTM D7158(H) Timberline® American Harvest® ASTM D3161(F) & ASTM D7158(H) Timberline® AH ASTM D3161(F) & ASTM D7158(H) Timberline° ArmorShield® II ASTM D3161(F) & ASTM D7158(H) Timberline° AS II ASTM D3161(F) & ASTM D7158(H) Timberline® Cool Series ASTM D3161(F) & ASTM D7158(H) Timberline® CS ASTM D3161(F) & ASTM D7158(H) Timberline® HD ASTM D3161(F) & ASTM D7158(H) Timberline® HDZT ASTM D3161(F) & ASTM D7158(H) Timberline° Natural Shadow® ASTM D3161(F) & ASTM D7158(H) Timberline® NS ASTM D3161(F) & ASTM D7158(H) Timberline® Ultra HD ASTM D3161(F) & ASTM D7158(H) Timberline® UHD ASTM D3161(F) & ASTM D7158(H) Woodland® ASTM D3161(F) & ASTM D7158(H) SlatelineT" ASTM D3161(F) & ASTM D7158(H) 5.5.1 Classification by ASTM D7158: ASTM D7158, Class H applies only to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. NEMO ETC, LLC Evaluation Report 01506.01.08-1130 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL10124-R28 GAF Asphalt Roof Shingles Revision 30: 09/21/2020 Page 5 of 8 ONEMOJetc. TABLE 213: WIND CLASSIFICATIONS, STARTER STRIPS AND HIP & RIDGE Type Product FBC Table 1507.2.7.1 or R905.2.6.1 Pro -Start° Starter Strip Shingles (fka, Pro -Start' Eave/Rake ASTM D3161, Class F Starter Strip Shingles) Starter Strips WeatherBlockerTM Premium Starter Strip Shingles (fka, ASTM D3161, Class F WeatherBlockerT"" Premium Eave/Rake Starter Strip Shingles) Seal -A -Ridge° ArmorShield® ASTM D3161, Class F (sealant required, See Section 6) Hip & Ridge Seal -A -Ridge® AS ASTM D3161, Class F (sealant required, See Section 6) Shingles Seal -A -Ridge® Ridge Cap Shingles ASTM D3161, Class F Timbertex° Premium Ridge Cap Shingles ASTM D3161, Class F (sealant required, See Section 6) 5.6 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the Product Approval of the component manufacturer for components that are produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report. 6.1 GENERAL: 6.1.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.2 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.1.3 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.1.4 GAF asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and GAF published installation instructions. 6.2 STARTER SHINGLES OR STARTER STRIP: 6.2.1 Installation of Pro -Start' Starter Strip Shingles (fka, Pro -Start° Eave/Rake Starter Strip Shingles), WeatherBlockerTM Premium Starter Strip Shingles (fka, WeatherBlockerTM Premium Eave/Rake Starter Strip Shingles) and QuickStart® Peel & Stick Starter Roll shall comply with the GAF current published instructions. 6.3 ASPHALT SHINGLES: 6.3.1 Installation of asphalt shingles shall comply with the GAF current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following exceptions: ➢ Camelot® II, Grand Canyon®, Grand Sequoia°, Grand Sequoia® IR, Grand Sequoia° ArmorShield°, and Woodland° require minimum five (5) nails per shingle. ➢ SlatelineT"^ requires minimum six (6) nails per shingle. NEMO ETC, LLC Evaluation Report 01506.01.08-R30 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL10124-R28 GAF Asphalt Roof Shingles Revision 30: 09/21/2020 Page 6 of 8 ONEMO I etc. 6.3.2 Fastening for Fortitude'", Timberline° AH, Timberline® CS and Timberline° HDZ'"°; slopes 2:12 up to 21:12 I - 39-3/8'' (1 m) - } 11-518'-14-51F(295mm-372mm) 11-5/8'-14-518'(295mm-372mm) IT - 2-10' (13mm - 64mm) 112' - 2-1(2' (13mm - 64mm) 13-1/4" (337mm) TARGET NAIL ZONE ZONA OBJETIVO DE GLAVADO 6- !R" 5-13A 6" - 7-518- (148mm - 194mm) (174 Ifmm) I F, STANDARD NAILING PATTERN: Nail shingles approximately 6 7/8" (174 mm) from bottom of shingle, in nailing area, as shown. Nails must not be exposed. Not for use on Mansard roofs (21:12 slope and above). 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the GAF for details. Fastening for Fortitude'", Timberline° AH, Timberline® CS and Timberline° HDZ'"; slopes greater than 21:12 6.4 HIP & RIDGE SHINGLES: 6.4.1 Installation of Seal -A -Ridge® Ridge Cap Shingles shall comply with the GAF current published instructions with a minimum two (2) nails,"o) minimum 3/8-inch head diameter located 6-7/8- inch back from the exposed end and 0.5-inch `b�ml �� Nail from the edge. Clavo 6.4.2 Installation of Seal -A -Ridge° ArmorShield° and Seal -A -Ridge° AS shall comply with the GAF current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle located 6 to 6.5-inch back from the exposed end and 1 to 2-inch from the edge, and nominal 0.25-inch diameter beads of Henkel "Loctite PL S30 Roof & Flashing Sealant". NEMO ETC, LLC Evaluation Report 01506.01.08-1130 Certificate of Authorization#32455 7'" EDITION (2020) FBC NON-HVHZ EVALUATION FL10124-1128 GAF Asphalt Roof Shingles Revision 30: 09/21/2020 Page 7 of 8 6.4.3 Installation of Timbertex° Premium Ridge Cap Shingles shall comply with GAF current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn "NP1 Gun Grade Polyurethane Sealant" or Henkel "PL Roofing and Flashing Sealant". ONEMO I etc. 11.5" 1" (292 mm) j,~ �Sealani (25 mm) (25 mm) J s 12' (305 mm) 6„ - 6'12 (152mm-165 mm) 12„ (305 mm)� 9 (229 mm) 11.5' 1 ^ (292 mm) Sealant 1 ^ ;25 mm) Sellante (25 mm) Enduit d 6tancheite Nail Clavo 12" Cleuer (305 mm) 12" (305 mm) • • As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS,; - Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. F77!�QUALITY ASSURANCE ENTITY I UL LLC—QUA9625; (414) 248-6409; karen.buchmann@ul.com - END OF EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 01506.01.08-1130 Certificate of Authorization#32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL10124-R28 GAF Asphalt Roof Shingles Revision 30: 09/21/2020 Page 8 of 8 NEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION O. Owens Corning Evaluation Report 037940.02.12-1111 One Owens Corning Parkway FL10674-1116 Toledo, OH 43659 Date of Issuance: 02/06/2012 (740) 404-7829 Revision 11: 12/11/2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 7' Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMO Ietc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 10. Prepared by: Robert J.M. Nieminen P.E. r The facsimile seal appearing was authorized by Robert ,,�� Nieminen, P.E. on 12/11/2020. This does not serve as an Florida Registration No. 59166, Florida DCA ANE1983 'd %._ ',;' . ''` electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEW ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither NEW ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ©2018 NEW ETC, LLC ONEMOletc. ROOFING SYSTEMS EVALUATION: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the 7th Edition (2020) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Section Property Standard Year 1507.2.4, R905.2.3 Physical Properties ASTM D1970 2015 1507.2.5, R905.2.4 Material standard ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2019 Entity Examination Reference Date Owens Corning Declaration Equivalency Declaration 08/06/2019 PRI(TST5878) ASTM D1970 OCF-382-02-01 10/24/2017 UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol. 3 02/15/2007 UL LLC (CER9626) Physicals & Wind Resistance 20120516-R2453 05/16/2012 UL LLC (TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC (TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC (TST9628) Physicals & Wind Resistance 4786093137 02/01/2014 UL LLC (TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC (TST9628) Physical Properties Classification letter 02/13/2014 UL LLC (TST9628) Physical Properties Classification letter 10/02/2015 PRI (QUA9110) Quality Control Service Confirmation 04/05/2020 PRI (QUA9110) Quality Control Florida BCIS Current TABLE 1: ASPHALT SHINGLE COMPONENTS Type Product Plant(s) Material Description Standard Starter Strip Shingle H-TX, OR Starter Strip Plus MN, OR Accessory ASTM D3462 starter strips for asphalt roof shingles SRS TopShield Starter MN, OR Starter Strips Starter Shingle Roll NH ASTM D1970 mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen starter Supreme® GA, CA, CO, I -TX, NJ, OH, ASTM D3462 fiberglass reinforced 3-tab asphalt TN, OR, IL roof shingles Berkshire® MN ASTM D3462 fiberglass reinforced, 4-tab asphalt roof shingles Duration® Premium CA, OR Duration' Premium COOL CA Asphalt TruDefinition` Duration® Shingles IN, CA, CO, I -TX, FL, N1, OH, TruDefinition® Duration Designer Color Collection MN, OR, GA, IL, TN ASTM D3462 fiberglass reinforced, laminated asphalt roof shingles Oakridge' GA, IN, CA, CO, H-TX, I -TX, FL, NJ OH, TN TruDefinition® Oakridge® H-TX, I -TX WeatherGuard® HP TN NEMO ETC, LLC Evaluation Report 037940.02.12-1131 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL10674-1116 Owens Corning Asphalt Roof Shingles Revision 11: 12/11/2020 Page 2 of 10 ONEMOletc. TABLE 1: ASPHALT SHINGLE COMPONENTS Type Product Plant(s) Material Description Standard Berkshire' Hip and Ridge Shingles with Sealant MN DuraRidge® Hip and Ridge MN Hip and fiberglass reinforced, hip and ridge Ridge Shingles with Sealant ASTM D3462 asphalt roof shingles ProEdge® GA, CA, OH, OR Shingles WeatherGuard® HP Hip and Ridge Shingles TN 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami - Dade Counties). 5.3 This Evaluation Report pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5_5 Wind Classification: Refer to Section 6 for installation requirements to meet wind classifications TABLE 2A: WIND CLASSIFICATIONS, ASPHALT SHINGLES Product FBC Table 1507.2.7.1 or R905.2.6.1 Supreme® ASTM D3161(F) & ASTM D7158(H) Berkshire® Duration® Premium Duration® Premium COOL TruDefinition® Duration® TruDefinition® Duration® Designer Color Collection Oakridge® TruDefinition® Oakridge® WeatherGuard® HP 5.5.1 Classification by ASTM D7158: ASTM D7158, Class H applies only to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. NEMO ETC, LLC Evaluation Report 037940.02.12-R31 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL10674-11116 Owens Corning Asphalt Roof Shingles Revision 11: 12/11/2020 Page 3 of 10 ONEMO I etc. TABLE 2B: WIND CLASSIFICATIONS, STARTER STRIPS AND HIP & RIDGE Type Product FBC Table 1507.2.7.1 or R905.2.6.1 Starter Strips Starter Strip Shingle ASTM D3161, Class F Starter Strip Plus SRS TopShield Starter Hip & Ridge Shingles Berkshire® Hip and Ridge Shingles with Sealant ASTM D3161, Class F DuraRidge® Hip and Ridge Shingles with Sealant ProEdge° WeatherGuard® HP Hip and Ridge Shingles 5.5.2 Refer to Owens Corning published information on wind resistance and installation limitations. 5.6 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the Product Approval of the component manufacturer for components that are produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report. 6.1 GENERAL: 6.1.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.2 Underlayment shall be acceptable to the shingle manufacturer and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.1.3 Fasteners shall be in accordance with the shingle manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.1.4 Owens Corning asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and published installation instructions. 6.2 ACCESSORY STARTERS: 6.2.1 Installation of Starter Strip Shingle, Starter Strip Plus and SRS TopShield Starter shall comply with the Owens Corning current published instructions, using minimum five (5) nails per strip. Felt underlayment Deck Sell -adhered Weatherl-ocka underlayment Drip Drip edge edge - Naffs located 2'=3"from cave Install first Self sealing adhesive Starter Strip positioned along eave shingle with 6" removed Starter Strip shingle overhangs eaves and rakes t1i=la Falk undadaymertt Duck Sel€adhSrad WeatherLoW�, undatlayment Drip age drip edge Nail located 2"-3" from eave instal first 5tarterStrip Plus Seisealingadhe51ve - poeiLoned atang Sava with G" removed � • Starter Strip Plus overhangs eaves and rakes 114"-314" Figure 1: Minimum Nailing, Starter Strip Figure 2: Minimum Nailing, Starter Strip Plus NEMO ETC, LLC Evaluation Report 037940.02.12-R31 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL10674-R16 Owens Corning Asphalt Roof Shingles Revision 11: 12/11/2020 Page 4 of 10 ONEMOletc. 6.2.2 Installation of Starter Shingle Roll shall comply with the Owens Corning current published instructions. Drip edge Deck Underlayment Self-sealing adhesive positioned along eaves Figure 3: Starter Shingle Roll Drip edge Starter Shingle Roll adhered directly to underlayment and primed drip edge 6.3 ASPHALT SHINGLES: 6.3.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following exceptions: ➢ Berkshire® shingles require minimum five (5) nails per shingle. ➢ WeatherGuard® HP shingles require minimum six (6) nails per shingle. Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required Refer to Owens Corning published information on wind resistance and installation limitations. 6.3.1.1 Supreme: Normal Wind Areas Area Para vientos normales V 5" Exposure Exposicion Mansard or Area para High Wind desvanes V Areas vientos fuertes rV z" (Ell r2" Figure 4: Minimum Nailing, Supreme (Standard Size) Normal Mansard or Area para Wind Areas High Wind desvanes q Area pare vientos normales Areas vientos fuertas viz t {A) t2 t 1. 7 ri. 2" (BI T2 V 5 518" Exposure Exposicion Figure 5: Minimum Nailing, Supreme (Metric Size) NEMO ETC, LLC Evaluation Report 037940.02.12-1131 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL10674-1116 Owens Corning Asphalt Roof Shingles Revision 11: 12/11/2020 Page 5 of 10 6.3.1.2 Berkshire®: Figure 6: 5-Nail Pattern, Berkshire ONEMOjetc. Sealant strip La Lira de sellador 11,1"LIJ112 1" f„ 1 1 r Figure 7: 6-Nail Pattern, Berkshire Sealant strip La tira de selladar 0- 01 4 ---------- s • • 4 ---------- ► 9 t--r • s vt' s vt' s art' 1 1 1 Asphalt roofing cement Cemonto do Who do astalto Figure 8: Mansard or Steep Slope Pattern, Berkshire NEMO ETC, LLC Evaluation Report 037940.02.12-R11 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL10674-1116 Owens Corning Asphalt Roof Shingles Revision 11: 12/11/2020 Page 6 of 10 ONEMOletc. 6.3.1.3 Duration® Premium, TruDefinition° Duration, Duration® Premium COOL & TruDefinition® Duration® Designer Color Collection: Figure 9: Standard 4-Nail Pattern, Duration 6-Nail Fastening Pattern SureNailO fastening area width Nail, Typical 1" 12" 12" 1" f` Owens Coming 5—N01 i 0 Or Cmning &user.: • expvs,"e Figure 10: 6-Nail Pattern, Duration Fastening for Slopes Greater Than 21:12 SureNailo fastening area width Nail, Typical 1' 12" 12" 1" •➢wens caning sureNaa • i. a,ns awwo�sua,w i oweos coming snrewan� • 6-118'" 5-518" F. e[posure 2" Four 1" Spots of Asphalt Roofing Cement Figure 11: Mansard or Steep Slope Pattern, Duration NEMO ETC, LLC Evaluation Report 037940.02.12-R11 Certificate of Authorization #32455 7TN EDITION (2020) FBC NON-HVHZ EVALUATION FL10674-11116 Owens Corning Asphalt Roof Shingles Revision 11: 12/11/2020 Page 7 of 10 6.3.1.4 TruDefinition' Oakridge®, Oakridge®: 4 Nail Pattern Esquema con 4 clavos 1, 1„ I� 12" 12" 5519" Exposure Nails 5 519" Exposu re Exposid6n cZ 418pulg. Cfavos Exposicicn de 55/8pufg. Figure 12: Standard 4-Nail Pattern, Oakridge ONEMOletc. 6 Nail Pattern Esquema con S davos IF 12" 12" Nails 5 519" Exposure Claws 5 518" Exposure Exposicidn de 5 518 pulp. ExposicFdn de 6 618 ping. Figure 13: 6-Nail Pattern, Oakridge Fastening for Slopes Greater Than 21:12 SureNailO fastening area width Nail, Typical 1„ 12„ rk �weu, counua surewaa • •��. a,"s au�u,"a sua� • oweu�cornin®sureNaii® • 6.118" 5.5lB" e,ousure 7—A—a-1 Four t" Spots of Asphalt Roofing Cement Figure 14: Mansard or Steep -Slope Pattern, Oakridge 6.3.1.5 WeatherGuard® HP: V1ik �I3 sa 5 5�8` Ezi bl_ 5 SJt' Err��Usar@ Expas 8n J! 55 ad y. ERpasiJ& de 5 518 pu4 . Figure 15: 6-Nail Pattern, WeatherGuard HP 6 N ail Pattern Esquema con 6 clavos 5 52" Exposure Exposicion de 5 ES pulg. Nail 6 VB" from bottom of shhgle Gave a 6 1i8 ppulp. de la 6 Fasteners parte inferior de W teja 6 sujetadures Four 1" Spots of Asphalt Roof Cement Castro pantos de cerrferfto de techo de asfdto de i pulgads Figure 16: Mansard or Steep -Slope Pattern, WeatherGuard HP NEMO ETC, LLC Evaluation Report 037940.02.12-R31 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL10674-1116 Owens Corning Asphalt Roof Shingles Revision 11: 12/11/2020 Page 8 of 10 *NEM0 I etc. 6.4 HIP AND RIDGE SHINGLES: 6.4.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions. ➢ Berkshire® Hip and Ridge Shingles with Sealant and DuraRidge° Hip and Ridge Shingles with Sealant require minimum two (2) nails per shingle. ➢ WeatherGuard® HP Hip and Ridge Shingles and ProEdge° require minimum four (4) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations. 6.4.1.1 Berkshire® Hip and Ridge with Sealant and DuraRidge® Hip and Ridge Shingles with Sealant: Fig. A Prevailing Wind Direction Direccion del viento predominante Nails Clavos 4 I A I 4 rUp >rExposureosicion de 8 pulg 4 Z\L:A Figure 17: Isometric View, Berkshire and DuraRidge 6.4.1.2 WeatherGuard® HP Hip and Ridge Shingles: Fig. A 4 4 Prevailing Wind t Direction p A Nails 4 4 A p I I 44 I I I I I I A I I I I I l I I � $ Exposure Fig. B Top View Vista superior t.� Nail 2s/e" Clavo • Owens Corning SureNaF • I I I� (D (D I I 12" Figure 18: Plan View, Berkshire and DuraRidge Fig. C Hip & Ridge Shingle Fastening To p V lew Nails Nails 2" 2" 11 1 �• 5 Exposure 12 Figure 19: Isometric View, WeatherGuard HP Hip and Ridge Figure 20: Plan View, WeatherGuard HP Hip and Ridge NEMO ETC, LLC Evaluation Report 037940.02.12-R11 Certificate of Authorization#32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL10674-R16 Owens Corning Asphalt Roof Shingles Revision 11: 12/11/2020 Page 9 of 10 6.4.1.3 ProEdge°: Prevailing Wind Direction Sealant Strip 6" Exposure Fasten 7112" Caner Exposed Fasteners with Roofi Cement Figure 21: Isometric View, ProEdge ONEMO I etc. Standard Fastening Pattern 21 1 "�• I + 1' 12• Sealant 9= } S" Exposure Figure 22: Plan View, ProEdge BUILDING7. • As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. QUALITY9. PRI Construction Materials Technologies, LLC— QUA9110 ; 813 621-5777; bwilson@pricmt.com - END OF EVALUATION REPORT - NEIVO ETC, LLC Evaluation Report 037940.02.12-R11 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL10674-R16 Owens Corning Asphalt Roof Shingles Revision 11: 12/11/2020 Page 10 of 10 Client : James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-13.1 Date: December 9, 2020 Page 1 of 4 EVALUATION SUBJECT HardieSoffit® Sidings James Hardie Product Trade Names covered In this evaluation: HardieSoffit® Sidings EVALUATION FOR COMPLIANCE WITH THE FOLLOWING: ASCE 7-10 and ASCE 7-16 2017 Florida Building Code (6th Edition) and 2020 Florida Building Code (7th Edition) 2012, 2015 and 2018 International Building Code® EVALUATION PURPOSE: This analysis was performed to determine the maximum design 3-second gust wind speed to be resisted by an assembly of the subject product fastened to wood framing with nails and metal framing with screw fasteners. REFERENCE REPORTS: 1. Ramtech Test Report No. 11436-99/1608 (dated 11/15199) 2. Ramtech Test Report No. IC-1228-93, dated June 1993 3. Ramtech Test Report No. IC-1054-89, dated September 1989 4. Ramtech Test Report No. IC-1055-89, dated September 1989 5. Applied Research Laboratories Test Report 29278, dated 9/1/94 TEST RESULTS: TABLE 1 - TRANSVERSE LOAD TEST RESULT SUMMARY Fastener Spacing (in. Frame Ultimate Allowable Spacing Perimeter Field Load Design Referenced Test Report Thickness in. Width in. Frame Type in. Supports Supports Fastener Type (PSF) Load' Ramtech 11436-99/1608 0.25 16 2X4 wood with SG=0.40 24 8 8 1.5 in. long x 0.083 in. shank x0.187 -249.0 -83.0 in. HD, ring shank nails Ramtech IC-1228-93 0.25 48 2X4 Hem Fir wood, SG=0.43 16 6 6 6d common nails -140.0 -46.7 Ramtech IC-1054-89 0.25 48 20 Gauge Steel (min. yield = 33 ksi) 16 6 6 No. 8 x 1 in. long x 0.323 in. HD -169.9 -56.6 ribbed bugle head screws No. 8 x 1 in. long x 0.323 in. HD Ramtech IC-1055-89 0.25 48 20 Gauge Steel (min. yield = 33 ksi) 24 6 6 ribbed bugle head screws _91 9 -30.6 1. Allowable Load is the Ultimate Load divided by a Factor of safety of 3. 2. The product is currently listed by Intertek Spec ID 39752 for compliance with ASTM C1186-08(12), Standard Specification for Grade ll, Type A Non -asbestos Fiber -Cement Flat Sheets. 3. The allowable design load for Configuration 8 was determined via engineering analysis in the CAE Report No. 19007-1.1 DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load capacity (wind load capacity) is determined by testing in accordance with published test standards and criteria. From the negative transverse load test results, the allowable design load is determined based on a factor of safety of 3 applied to the ultimate test load. Table 7 summarizes the allowable capacity for each fastener type to ensure that the siding product allowable design load in Table 1 above for each siding product installation does not exceed the fastener allowable capacity. Since the allowable design load is based on factor of safety of 3, allowable design loads on fiber -cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design (ASD). By using the combination loading equations for Allowable Stress Design (ASD), the tested allowable design loads for fiber -cement siding are aligned with the wind speed requirements in ASCE 7-10 (Figures 26.5-1A, 26.5-1 B, and 26.5-1 C) and ASCE 7-16 (Figures 26.5-1A to -1 D, 25.5-2A to -213), or the figures in the building cede as applicable. For this analysis under the FBC, to calculate the pressures in Tables 3, 4, and 5, the load combination will be in accordance with ASCE 7-10 (2017 FBC) ASCE 7-16 (2020 FBC) Section 2.4 combining nominalloads using ASD Load Combination 7 (0.6D + 0.61N) which uses a load factor of 0.6 applied to the wind velocity pressure. Equation 1, q, = 0.00256'K,'K�,*Kd'VZ (ASCE 7-10 Eq. 30.3-1) q, = 0.00256'K� *K�,*Kd'K,`V' (ASCE 7-16 Eq. 26. 10-1) q: , velocity pressure at height z K: , velocity pressure exposure coefficient evaluated at height z Kn , topographic factor Kd , wind directionality factor KQ , ground elevation factor. It's permited to take KQ = 1 V , basic wind speed (mph) as determined in: ASCE 7-10 Figures 26.5-1A, B, or C; or, V=V„B , ultimate design wind speeds (3-second gust) determined from 2017 FBC Figures 1609.3(1), 1609.3(2), or 1609.3(3). Equation 2, p=gh'(GCp-GCpj) (ASCE 7-10 Eq. 30.4-1 orASCE 7-16 Eq. 30.3-1) p , design pressure (psf) for siding (allowable design load) qh , velocity pressure evaluated at mean roof height h GCp , product of external pressure coefficient and gust -effect factor (ASCE 7-10 Fig. 30.4-1 orASCE 7-16 Fig. 30.3-1) GC# , product of internal pressure coefficient and gust -effect factor (ASCE 7-10 Fig. 30.4-1 orASCE 7-16 Fig. 30.3-1) Client : James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-13.1 Date: December 9, 2020 Page 2 of 4 To determine design pressure at mean roof heigth (z=h), substitute q: into Equation 2, Equation 3, p=0.00256*K�*Ka*Kd*V2*(GCp-GCp;) (ref. 2015120181BC) or p=0.00256*Kz*Ka*Kd*V„d'*(GCp-GCpd (ref 2017/2020 FBC) Allowable Stress Design, ASCE 7-10 Section 2.4. 1, load combination 7 Equation 4, 0.6D + 0.6 W (ref. ASCE 7-10 and ASCE7-16 section 2.4.1, load combination 71 D , dead load W , wind load To determine the Allowable Stress Design Pressure (Pasd), apply the load factor for W (wind) from Equation 3 to p (design pressure) determined from equation 4 Equation 5, pasd = 0.6*fp] = 0.6 (0.00256*K,*K�t*Kd*V„rc2i(GCP GCp;)] To determine the Basic Wind Speed (V) or Ultimate Wind Speed (Vft) for HardieSof6t VentedPlus Siding in Table 4 in next page, solve Equation 5 for V or Vpi,, Equation 6, V = Vprc = (paaO.6*0.00256*K, *Kn*Kd*(GCP GCp;))°.5 The wind speed (refers to as Vaal) can be calculated based on the following equation in the 2017 FBC: Equation 7, Va. = Vprc * (0. 6)° 5 (ref. 2017 FBC Equation 16-33) Vasd = V * (0.6)°.5 Va,d , Nominal design wind speed (3-second gust, mph) (ref. 20151BC, 2017 and 2020 FBC Eq. 16-33) V , Basic design wind speed (3-second gust, mph) (ref. 20181BC Eq. 16-33) Table 2 - Coefficients and Constants used in Determinin V and p Hei ht ft K. Wall Zone 5 Exp B (ASCE 7-16) Exp B Exp C Exp D Ka GCp GC,, 0-15 0.57 0.70 0.85 1.03 h560 1 0.85 -1.4 0.18 20 0.62 0.70 0.90 1.08 1 0.85 -1.4 0.18 25 0.66 0.70 0.94 1.12 1 0.85 -1.4 0.18 30 0.70 0.70 0.98 1.16 1 0.85 -1 A 0.18 35 0.73 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 0.76 0.76 1.04 1.22 0.85 -1.4 0.18 45 0.785 0.79 1.07 1.25 0.85 -1.4 0.18 50 0.81 0.81 1.09 1.27 Fill, 0.85 -1A 0.18 55 0.83 0.83 1.11 1.29 0.85 -1.4 0.18 60 0.85 0.85 1.13 1.31 0.85 -1.4 0.18 100 0.99 0.99 1 1.26 1.43 h>60 1 1 0.85 -1.8 0.18 The coefficients and constants listed in Table 2 above were consistent for ASCE 7-10 and ASCE 7-16 except for Kz at Exposure B under 30 ft, where ASCE 7-16 allows to use lower exposure coefficient that previous codes used a more conservative values (resulted in higher design pressure). For the simplicity of the tables, the tables in the following sheet was populated using the more conservative ASCE 7-10 coefficients. Table 3 - Paaa (PSF) for Com onent and Claddin C&C to be Resisted at Various Wind S ads for Wind Exposure Cate o B Wind S eed 3-jecond gust), mph 100 105 110 115 120 130 14o 150 160 170 180 190 200 210 Height ft Wind Expo re B 0-15 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52A -57.8 -63.7 20 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 25 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 30 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 35 -15.1 -16.6 -18.2 -19.9 -21.7 -25.4 -29.5 -33.9 -38.6 -43.5 -48.8 -54.4 -60.2 -66.4 40 -15.7 -17.3 -19.0 -20.7 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 -62.7 -69.1 45 -16.2 -17.9 -19.6 -21.4 -23.3 -27.4 -31.7 -36.4 -41.5 -46.8 -52.5 -58.5 -64.8 -71.4 50 -16.7 -18.4 -20.2 -22.1 -24.1 -28.2 -32.7 -37.6 -42.8 -48.3 -54.1 -60.3 -66.8 -73.7 55 -17.1 -18.9 -20.7 -22.6 -24.7 -28.9 -33.6 -38.5 -43.8 -49.5 -55.5 -61.8 -68.5 -75.5 60 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3 100 -25.6 -28.2 -31.0 -33.8 -36.9 -43.3 -50.2 -57.6 -65.5 -74.0 -82.9 -92.4 -102.4 1 -112.9 Table 4 - Pala (PSF) for Com onent and Claddin C8C to be Resisted at Various Wind S eeds for Wind Ex osure Cate o C Wind Speed 3-second gust), Mph 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) Wind Expo re C 0-15 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3 20 -18.6 -20.5 -22.5 -24.6 -26.7 -31.4 -36.4 -41.8 -47.5 -53.7 -60.2 -67.0 -74.3 -81.9 25 -19.4 -21.4 -23.5 -25.6 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 -77.6 -85.5 30 -20.2 -22.3 -24.5 -26.7 -29.1 -34.2 -39.6 45.5 -51.8 -58.4 -65.5 -73.0 -80.9 -89.2 35 -20.8 -23.0 -25.2 -27.6 -30.0 -35.2 -40.8 -46.9 -53.3 -60.2 -67.5 -75.2 -83.3 -91.9 40 -21.5 -23.7 -26.0 -28.4 -30.9 -36.3 -42.0 -48.3 -54.9 -62.0 -69.5 -77A -85.8 -94.6 45 -22.0 -24.2 -26.6 -29.1 -31.6 -37.1 -43.1 -49.4 -56.2 -63.5 -71.2 -79.3 -87.9 -96.9 50 -22.5 -24.8 -27.2 -29.7 -32.4 -38.0 -44.1 -50.6 -57.6 -65.0 -72.9 -81.2 -89.9 -99.2 55 -22.9 -25.2 -27.7 -30.3 -33.0 -38.7 -44.9 -51.5 -58.6 -66.2 -74.2 -82.7 -91.6 -101.0 60 -23.3 -25.7 -28.2 -30.8 -33.6 -39.4 -45.7 -52.4 -59.7 -67.4 -75.5 -84.1 -93.2 -102.8 100 -32.6 -35.9 -39.4 -43.1 -46.9 -55.0 -63.8 1 -73.3 -83.4 -94.1 1 -105.5 -117.6 1 -130.3 -143.6 Table 5 - Paaa (PSF) for Component and Claddin C&C to be Resisted at Various Wind S eeds for Wind Ex osure Cate or D Wind Speed 3-second gust), mph 100 105 110 115 120 130 140 150 160 170 180 1901 200 210 Height (ft) Wind Expo re D 0-15 -21.2 -23.4 -25.7 -28.1 -30.6 -35.9 -41.6 -47.8 -54.4 -61.4 -68.8 -76.7 -85.0 -93.7 20 -22.3 -24.6 -27.0 -29.5 -32.1 -37.7 -43.7 -50.1 -57.0 -64.4 -72.2 -80.4 -89.1 -98.2 25 -23.1 -25.5 -28.0 -30.6 -33.3 -39.0 -45.3 -52.0 -59.1 -66.8 -74.9 -83.4 -92.4 -101.9 30 -23.9 -26.4 -29.0 -31.6 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 -95.7 -105.5 35 -24.5 -27.1 -29.7 -32.5 -35.3 -41.5 -48.1 -55.2 -62.8 -70.9 -79.5 -88.6 -98.2 -108.3 40 -25.2 -27.7 -30.5 -33.3 -36.2 -42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 -100.7 -111.0 45 -25.7 -28.3 -31.1 -34.0 -37.0 -43.4 -50.3 -57.8 -65.7 -74.2 -83.2 -92.7 -102.7 -113.3 50 -26.2 -28.9 -31.7 -34.6 -37.7 -44.3 -51.3 -58.9 -67.1 -75.7 -84.9 -94.6 -104.8 -115.5 55 -26.6 -29.3 -32.2 -35.2 -38.3 -45.0 -52.2 -59.9 -68.1 -86.2 -96.1 -106.4 -117.4 60 -27.0 -29.8 -32.7 -35.7 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 -108.1 -119.2 100 1 -37.0 -40.8 -44.7 1 -48.9 1 -53.2 1 -62.5 1 -72.5 1 -83.2 1 -94.6 1 -106.8 1 -119.8 1 -133.4 1 -147.9 -163.0 Tables 3, 4, and 5 are based on ASCE 7-10 and ASCE 7-16, and consistent with the 2015/2018 1BC, 2017 FBC and 2020 FBC Client: James Hardie Building Products, Inc. CAE EngineeringReport No.: 2001-13.1 Date: December 9, 2020 Page 3 of 4 TABLE 6 -MAXIMUM WIND SPEEDS MPH FOR HARDIESOFFIT SIDING' \�`\v• ;CENS Thy//� 20151BC, 2017/2020 FBC 2017/2020 FBC, (Ultimate Design Wind, No. 81662 ,' r Speed, esIBC 2015120181BC (Nominal -- * r• r * � (Basic Desgnn Wind Design Wind, Speed, Di Speed, V',) i ^ �` STATE OF ,rV• \ Applicable to methods Applicable to methods �4 QR )p P,I�`��\� specified 3 ed in Section specified in Exceptions 1 1609.1.1. of 2017/2020 FBC through of Section or 2015/2018 IBC, as 1609.1.1 of 2017 FBC, 2020 ONA applicable\i\� Wind Ere FBC, 2 5IBC and Wind Exposure 181BC Coefficients used In Table 6 calculations for V.a' 1{ Test Category Category Results K, Product Product Width Fastener Fastener Spacing Frame Stud Building B C D B C D Allowable ExpB ExpC ExpD Kr Ki GCp GCp; Thickness (inches) Type' (in.) Type Spacing Height' Design (inches) (inches) (feet) Load (PSF) Perimeter Field 0-15 240 218 198 186 169 153 -83.0 0.70 0.85 1.03 h560 1 0.85 -1.4 OAS 20 240 211 193 186 164 150 -83.0 0.70 0.9 1.08 1 0.85 .1.4 0.18 25 240 207 190 186 160 147 -83.0 0.70 0.94 1.12 1 0.85 -1.4 0.18 HardieSofft Sidings 0.25 16 1.5 in. long x 0.083 in. shank x 0.187 in. HD, ring shank nails 8 8 2X4 wood with SG=0.40 24 30 240 203 186 186 157 144 -83.0 0.70 0.98 1.16 1 0.85 .1.4 0.18 35 235 200 184 182 155 142 -83.0 0.73 1.01 1.19 1 0.85 -1.4 OAS 40 230 197 182 178 152 141 -83.0 0.76 1.04 1.22 1 0.85 -1A 0.18 45 226 194 180 175 151 139 -83.0 0.79 1.07 1.25 1 0.85 -1.4 OAS 50 223 192 178 173 149 138 -83.0 0.81 1.09 L27 1 0.85 .1.4 0.18 55 220 190 177 171 147 137 -83.0 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 218 189 175 169 146 136 -83.0 0.85 1.13 1.31 1 0.85 .1.4 0.18 1 , FT, 180 150 139 124 116 -83.0 0.99 1.26 1.43 h>60 1 10.85 1 -1.8 0.18 0-15 240 218 198 186 169 153 -83.0 0.70 0.85 1.03 hs60 1 1 0.85 -1.4 0.18 20 240 211 193 186 164 150 -83.0 0.70 0.9 1.08 1 0.85 -1.4 0.18 25 240 207 190 186 160 147 -83.0 0.70 0.94 1.12 1 0.85 -1.4 0.18 1.5 in. long 30 240 203 186 186 157 144 -83.0 0.70 0.98 1A6 1 0.85 -1.4 0.18 HardieSofft Sidings 0.25 16 x 0.083 in. shank x 0.187 in. HD, ring 8 8 2X4 wood with SG=0.40 16 35 235 200 184 182 155 142 -83.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 230 197 182 178 152 141 -83.0 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 226 194 180 175 151 139 -83.0 0.79 1.07 1.25 1 0.85 -1.4 0.18 50 223 192 178 173 149 138 -83.0 0.81 1.09 1.27 1 0.85 .1.4 0.18 shank nails 55 220 190 177 171 147 137 -83.0 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 1 218 189 175 169 146 136 -83.0 0.85 1,13 1.31 1 0.85 -1.4 OAS 100 1 180 160 150 139 124 116 .83.0 0.99 1,26 1.43 h160 1 10.85 -1.8 0.18 0-15 180 163 148 139 126 115 -46.7 0.70 0.85 1.03 h560 1 1 0.85 -1A 0.18 20 180 159 145 139 123 112 46.7 0.70 0.9 1.08 1 0.85 .1.4 OAS 25 180 155 142 139 120 110 -46.7 0.70 0.94 1.12 1 10.85 -1.4 0.18 30 180 152 140 139 118 108 46.7 0.70 0.98 1.16 1 0.85 -1.4 0.18 35 176 150 138 136 116 107 46.7 0.73 1.01 1 19 1 0.85 -1.4 OAS HardieSofft Sidings 0.25 48 6d common nails 6 6 2X4 Hem Fir wood, SG=0.43 16 40 173 147 136 134 114 105 46.7 0.76 1.04 L22 1 0.85 -1A OAS 45 170 146 135 131 113 104 -46.7 0.79 1.07 1.25 1 0.85 -1.4 0.18 50 167 144 133 129 112 103 46.7 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 165 143 132 128 111 103 46.7 0.83 1.11 1.29 1 0.85 -1.4 OAS 60 163 141 131 126 110 102 46.7 0.85 1.13 1.31 1 0.85 .1.4 0.18 100 135 120 112 105 93 87 46.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 198 180 163 153 139 126 -56.6 0.70 0.85 1.03 h560 1 0.85 -1.4 0.18 20 198 175 159 153 135 123 -56.6 0.70 0.9 1.08 1 0.85 -1.4 0.18 25 198 171 157 153 132 121 -56.6 0.70 0.94 1.12 1 0.85 -1.4 0.18 HardieSofft Sidings 0.25 48 No. 8 x 1 in. long x D' rib in. bed ribbed bugle head 6 6 20 Gauge Steel (min. yield = 33 ksi) 16 30 198 167 154 153 130 119 -56.6 0.70 0.98 1.16 1 0.85 -1.4 0.18 35 194 165 152 150 128 118 -56.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 190 162 150 147 126 116 -56.6 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 187 161 148 145 124 115 -56.6 0.79 1.07 1.25 1 0.85 -1.4 0. 18 50 184 159 147 143 123 114 -56.6 0.81 1.09 1.27 1 0.85 -1.4 0.18 screws 55 182 157 146 141 122 113 -56.6 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 180 156 145 139 121 112 -56.6 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 149 132 124 115 102 96 -56.6 0.99 1.26 1.43 h>60 1 0.85 -1.8 OAS 0-15 146 132 120 113 102 93 -30.6 0.70 0.85 1.03 h560 1 0.85 -14 0.18 20 146 128 117 113 99 91 -30.6 0.70 0.9 1.08 1 0.85 -1.4 0.18 25 146 126 115 113 97 89 -30.6 0.70 0.94 1.12 1 0.85 -1.4 0.18 HardieSofft Sidings 0.25 48 No. 8 x 1 in. long i 0.323 in. ribbed bugle bugle head 6 6 20 Gauge Steel (min. yield = 33 ksi) 24 30 146 123 113 113 95 88 -30.6 0.70 0.98 1.16 1 0.85 -1.4 0.18 35 143 121 112 110 94 87 -30.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 140 119 110 108 93 85 -30.6 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 138 118 109 107 91 85 -30.6 0.79 1.07 1.25 1 0.85 0 118 50 135 117 108 105 90 84 -30.6 0.81 1.09 1.27 1 0.85 OASscrews 55 134 116 107 104 90 83 -30.6 0.83 1.11 1.29 1 0.85 �-1.4 0.1860 132 115 106 102 89 82 -30.6 0.85 1.13 1.31 1 0,85 0.18 100 109 85 -30.6 0.99 1.26 1.43 h160 1 0.85 -1.8 0.18 1. Installation must be in accordance with siding manufacturer's instructions. 2. Screws must penetrate steel framing at minimum 3 full threads. 3. Building height = mean roof height (in feet) of a building, except that save height shall be used for roof angle G less than or equal to 1W (2-12 roof slope). Linear interpolation of building height (5 60 ft) and wind speed is permitted. 4. V_ = nominal design wind speed 5. V,,,,= ultimate design wind speed 6. Wind speed design coefficient assumptions per Section 30.4 of ASCE 7-10 and ASCE 7-16: Kr=1, K,=0.85, GCp=-1 A (h560), GC F-1.8 (h>60), GCp,==0.18. 7. 2015 IBC, 2017 and 2020 FBC Section 1609.3.1 Eq. 16-33, V„a = V,n(0.6)o.5 8. V = basic design wind speed 9. 2018 IBC Section 1609.3.1 Eq. 16-33, V„a = V(0.6f'5 LIMITATIONS OF USE: (1) Fastener pullout must be evaluated when installed into species of wood other than as noted in the table above. (2) In High Velocity Hurricane Zones (HVHZ) installation must be in accordance with Miami -Dade County Florida, NOA 20-0730.06 Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2001-13.1 Date: December 9, 2020 Page 4 of 4 TABLE 7 - HARDIESOFFIT SIDING FASTENER CAPACITY Referenced Test Fastener Type & Dimensions Shank Fastener Load Wood Allowable Allowable Wind Number Single Single Fastener Report (length x shank dia. x head dia.) Dia., D Penetration Durtaion Framing Withdrawal Design Pressur of Fastener Fastener Load @ (in.) into Wood Factor Cd SG' Capacity' W' Pressure' a Area Fasteners Tributary Load @ Design Framing, P (lb.) (psf) (ft) Area Design Pressure (in.) (ft) Pressure' Exceeds W' (lb.) (Y/N) Ramtech 11436- 1.5 in. long x 0.083 in. shank x 99/1608 0.187 in. HD, ring shank nails 0.083 1.25 1.6 0.40 47.8 -83.0 2.67 7 0.38 -31.6 N Ramtech IC-1228-93 6d common nails 0.112 1.75 1.6 1 0.43 52.5 -46.7 5.33 13 0.41 -19.1 N Fastener driven into 20-gage 33-ksi No. 8 x 1 in. long x 0.323 in. HD steel with W' value from ARLTest Ramtech IC-1054-89 ribbed bugle head screws 0.164 Report 29278 61.9 -56.6 5.33 13 0.41 -23.2 N Fastener driven into 20-gage 33-ksi No. 8 x 1 in. long x 0.323 in. HD steel with W' value from ARLTest Ramtech IC-1055-89 ribbed bugle head screws 0.164 Report 29278 61.9 -30.6 8.00 15 0.53 -16.3 N Table 1 B Footnotes: 'Nails Allowable Withdrawal Capacity (W') is calculated per the following NDS-2018 equations: Eq. 12.2-3: W' = Cd x 1380 x G2.6 x D x P (for smooth shank nails) Eq. 12.2-5: W' = Cd x 1800 x G2 x D x P (for deformed shank nails 'Allowable design load from Table 1 of this analysis (i.e., test values) 3Single fastener load = design pressure x effective fastener tributary area. Example, Single Fastener Load = 83 x 0.38 = 31.6 lb for ring shank nail. °SG are published values from NDS based on wood species. Ramtech Test Report 11436-99/1608 indicated SG of 0.40 with no reported wood species. Conclusion: Thus, since the fastener load values as tested did not exceed W', there are no adjustments made to the allowable design pressures. DREW F ' P No.81662 �° r ti. •�• r S -r- STATE OF e S e � e XN�'`'c�ORtpP,' AL i1111ll\ ENGINEER EVALUATE TAMKO Building Products, LLC PO Box 97 Galena, KS 66739 (417) 624-6644 TEST NEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 CONSULT Evaluation Report 3m-TAM-20-FBCER.B-RO FL12328-R9 (HVHZ) Date of Issuance: 09/29/2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The products described herein have been evaluated for compliance with the 7' Edition (2020) Florida Building Code, High Velocity Hurricane Zone sections noted herein. DESCRIPTION: TAMKO Roof Underlayments LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMO I etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: �ciru!rrr. Robert J.M. Nieminen P.E. T• - ='� ' Y ,' fi. r,--` • The facsimile seal appearing was authorized by Robert Florida Registration No. 59166, Florida DCA ANE1983 Nieminen, P.E. on 09/29/2020. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 9)2019, NEMO ETC, LLC ROOFING COMPONENT EVALUATION 4.1 4.2 4.3 4.4 4.5 4.6 ONEMOletc. Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TAMKO Roof Underlayments, as produced by TAMKO Building Products LLC, have demonstrated compliance with the following sections of the 7' Edition (2020) Florida Building Code, High Velocity Hurricane Zone through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Section Property Standard Year 1518.4, TAS 110, RAS 115, RAS Material standard ASTM D226 2009 118, RAS 119, RAS 120, RAS 130 TAS 110 Material standard ASTM D1970 2015 TAS 110, RAS 118, RAS 119, RAS Material standard ASTM D6380 2013 120 Entity Examination Reference Date PRI (TST5878) ASTM D1970 TAP-388-02-01 10/04/2017 PRI (TST5878) ASTM D226,Type 11 TAP-420-02-01 04/19/2018 PRI(TST5878) ASTM D1970 TAP-447-02-01 10/19/2018 PRI (TST5878) ASTM D6380 847T0009 12/21/2019 PRI (TST5878) ASTM D6380 847T00010 12/21/2019 PRI (TST5878) ASTM D226, Type II TAP-351-02-01 04/25/2016 PRI (TST5878) ASTM D226, Type 11 TAP-351-02-02 05/04/2016 UL LLC (TST9628) ASTM D226, Type II 13CA12269 03/14/2014 UL LLC (QUA9625) Quality Assurance Service Confirmation 10/20/2020 UL LLC (QUA9625) Quality Assurance Florida BCIS Current Product Material Standard Plant(s) Description No. 30 UL ASTM D226, Type II Joplin, MO Asphalt -saturated organic felt Green Cove Springs, FL No. 30 ASTM ASTM D226, Type II Phillipsburg, KS Asphalt -saturated organic felt TAM -FELT® ASTM D226, Type II Green Cove Springs, FL Asphalt -saturated organic felt Moisture Guard® ASTM D1970 Joplin, MO Self -adhering, fiberglass reinforced SBS modified bitumen roof underlayment with a mineral top surface. TW Underlayment ASTM D19701 Columbus, KS Self -adhering, SBS modified bitumen roof underlayment with a polymer -film top surface. TW Seam Tape ASTM D1970 Columbus, KS Self -adhering, SBS modified bitumen roof underlayment with a polymer -film top surface. Agreement between purchaser and seller, as set forth in Section 4.3, Note 1 of ASTM D1970-15, should be established as to slip resistance of TW Underlayment. NEMO ETC, LLC Evaluation Report 3m-TAM-20413CER.11-110 Certificate of Authorization #32455 7T" EDITION (2020) FBC HVHZ EVALUATION F1.12328-119 TAMKO Roof Underlayments Revision 0: 09/29/2020 Page 2 of 5 4.7 4.8 NNEMOletc. Product Material Standard Plant(s) Description ASTM Slate Surfaced Roll ASTM D6380, Green Cove Springs, FL Asphalt -saturated organic mat, coated on Roofing Class M, Type II both sides with asphalt and surfaced with granules. ASTM Tile Underlayment ASTM D6380, Green Cove Springs, FL Asphalt -saturated organic felt, coated on Class M, Type II both sides with asphalt and surfaced with granules. 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is for use in FBC High Velocity Hurricane Zone jurisdictions only (i.e., Broward and Miami - Dade Counties). 5.3 This Evaluation Report pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC HVHZ 1516 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 TAMKO Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.6 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Asphalt Clay and Concrete Tile Metal Wood Shingles g (TA5110(511), (RA5133) Slate (RAS130) Underlayment ]rA5 Raslla,usalzo] Mechanical Adhesive- 110(510), [TAS 110(s11)] RA5115] Attach Set Panels Shingles Shingles Shakes Yes Yes No. 30 U L Yes (Base Sheet in (Base Sheet in Yes Yes Yes Yes Yes 2-ply system) 2-ply system) Yes Yes No. 30 ASTM Yes (Base Sheet in (Base Sheet in Yes Yes Yes Yes Yes 2-ply system) 2-ply system) TAM -FELT® Yes No No Yes Yes Yes Yes Yes Yes Yes Yes Yes Moisture Guard® (Cap Sheet in No No No No (Cap Sheet in 2- (CapSheet in 2- (Cap Sheet in 2- 2-ply system) ply system) ply system) ply system) Yes Yes Yes Yes Yes Yes TW Underlayment (Cap Sheet in No No (Cap Sheet in (Cap Sheet in (Cap Sheet in 2- (Cap Sheet in 2- (Cap Sheet in 2- 2-ply system) 2-ply system) 2-ply system) ply system) ply system) ply system) TW Seam Tape Yes Yes Yes Yes Yes Yes Yes Yes (joint strips) (joint strips) (joint strips) (joint strips) (joint strips) (joint strips) (joint strips) (joint strips) ASTM Slate Surfaced Roll yes Yes Roofing (Valley Liner) (Cap Sheet in 2- No No No No No No ply system) Yes Yes ASTM Tile Underlayment (Cap Sheet in 2- No No No No No No (Valley Liner) ply system) NEMO ETC, LLC Evaluation Report 3m-TAM-20-FBCER.B-RO Certificate of Authorization #32455 7T" EDITION (2020) FBC HVHZ EVALUATION F1.12328-119 TAMKO Roof Underlayments Revision 0: 09/29/2020 Page 3 of 5 ONEMOletc. 5.7 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Underlayment Application Primer Substrates Moisture Guard® or TW Underlayment self -adhering (Optional) ASTM D41 plywood None No. 30 UL, No. 30 ASTM or TAM -FELT® TW Seam Tape self -adhering (Optional) ASTM D41 plywood ASTM Slate Surfaced Roll Roofing or ASTM Tile Underlayment hot asphalt None No. 30 UL, No. 30 ASTM or TAM -FELT® 5.8 Attachment Limitations: See Section 6.3 5.9 Exposure Limitations: TABLE 3: EXPOSURE LIMITATIONS Underlayment Prepared Roof Cover Installation Type Maximum Exposure (days)* No. 30 UL, No. 30 ASTM, TAM -FELT° Any 30 Moisture Guard®, TW Underlayment ASTM Slate Surfaced Roll Roofing, ASTM Tile Underlayment *Maximum exposure shall not exceed the manufacturer's recommendations, which may be less than 30 days. 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct -deck tile roof assemblies, the tile shall be staged atop battens during loading of the roof tiles. 6.1 TAMKO Roof Underlayments shall be installed in accordance with TAMKO Building Products LLC installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Approved Assemblies: 6.3.1 Deck: Min. 19/32-inch plywood or wood plank Secondary Water Barrier: Underlayment Fastening: Surfacing (Optional) TW Seam Tape self -adhered over joints of the plywood roof deck prior to installation of subsequent layer(s). Do not overlap end -joints or T-joints. All end -joints and T-joints shall be butted firmly side by side, flush with each other but not overlapped. No. 30 UL, No. 30 ASTM or TAM -FELT° with min. 4-inch side laps and min. 6-inch end laps. FBC HVHZ Approved nails and tin caps (FBC HVHZ 1517.5), 6" o.c. at the laps and 12" o.c. at two (2) equally spaced, staggered center rows. FBC HVHZ Approved prepared roof assembly, per Table 1. NEMO ETC, LLC Evaluation Report 3m-TAM-20-FBCER.B-RO Certificate of Authorization #32455 7T" EDITION (2020) FBC HVHZ EVALUATION FL12328-R9 TAMKO Roof Underlayments Revision 0: 09/29/2020 Page 4 of 5 ONEMOletc. 6.3.2 Deck: Min. 19/32-inch plywood or wood plank Secondary Water (Optional) TW Seam Tape self -adhered over joints of the plywood roof deck prior to installation Barrier: of subsequent layer(s). Do not overlap end -joints or T-joints. All end -joints and T-joints shall be butted firmly side by side, flush with each other but not overlapped. Base Sheet: No. 30 UL, No. 30 ASTM or TAM -FELT' with min. 4-inch side laps and min. 6-inch end laps. Fastening: FBC HVHZ Approved nails and tin caps (FBC HVHZ 1517.5), 6" o.c. at the laps and 12" o.c. at two (2) equally spaced, staggered center rows. Cap Ply: Moisture Guard' or TW Underlayment, self -adhering Surfacing: FBC HVHZ Approved prepared roof assembly, per Table 1. 6.3.3 Deck: Min. 19/32-inch plywood or wood plank Secondary Water (Optional) TW Seam Tape self -adhered over joints of the plywood roof deck prior to installation Barrier: of subsequent layer(s). Do not overlap end -joints or T-joints. All end -joints and T-joints shall be butted firmly side by side, flush with each other but not overlapped. Base Sheet: No. 30 UL or No. 30 ASTM with min. 4-inch side laps and min. 6-inch end laps. Fastening: FBC HVHZ Approved nails and tin caps (FBC HVHZ 1517.5), 6" o.c. at the laps and 12" o.c. at two (2) equally spaced, staggered center rows. Cap Ply: ASTM Slate Surfaced Roll Roofing or ASTM Tile Underlayment with min. 3-inch side laps and min. 6-inch end laps. Attachment: Adhered in full mopping of ASTM D312, Type IV hot asphalt at 25 Ib/sq + 15%, and backnailed at the side laps with FBC HVHZ Approved nails and tin caps (FBC HVHZ 1517.5) spaced max. 12" o.c. The headlap of the subsequent layer is to cover the backnailed row. Surfacing: FBC HVHZ Approved tile roof assembly, per Table 1. As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Contact the named CIA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 CIA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. UL LLC— QUA9625; (414) 248-6409; Karen.buchmann@ul.com - END OF EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 3m-TAM-20413CER.13-110 Certificate of Authorization #32455 7T" EDITION (2020) FBC HVHZ EVALUATION FL12328-R9 TAMKO Roof Underlayments Revision 0: 09/29/2020 Page 5 of 5 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND UNIT FRAME INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1 /4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300, SEE SHEET 3 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER NEW CODE 12/04/14 R.L. B REVISED PER NEW TESTING 11/24/2020 R.L. 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2'' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT, 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18CA (.048") FY=33KS1/FU=52KS1 OR ALUMINUM 6063-T5 FU=30KS1 .048" THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. I TABLE OF CONTENTS 1 SHEET NO. 1 DESCRIPTION 1 - 2 ELEVATION, ANCHORING AND NOTES 3 1 CROSS SECTIONS AND B.O.M. 4 - 6 1 INSTALLATION DETAILS SIGNED: 1212312020 VIMNC0 INC. �0�f�� 851 HEMLOCK RD MORGANTOWN, PA 19543 ,�ti�5 �R', -may s'e'! Lp y *■ p I ~• *�_ SIGNATURE/VIWINCO IMPACT FIXED WINDOW NOTES w TAT OF Us ,'r fx�n DRAWN: DWG N0. REV fjj[f7SIQIVAI.���V���� A 08 01E472 B Luis R Lomas P.E. SCALE S NTS DATE 03/05/12 1 OF 6 L. ROBERTO LOMAS P. E. 1432 WOODFORD RD LEWISVILLE, NC 27023 . F L No.: 62514 434-688-0609 rllomasplrlomaspe.com PARTS LIST NO, PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 8915 FRAME Deceuninck PVC 2 5846 GLAZING BEAD Deceuninck PVC 3 7940 WEEP HOLE COVER Ashland PVC 4 7240T SETTING BLOCKS TB Philly VINYL 5 3462 SILICONE DOW (TB PHILLY) SILICONE OPTIONAL FIN FRAME EXTERIOR INTERIOR VERTICAL SECTION 7/8" M y I-11/16" Glazing Bead VINYL PVC .061 THICK 2 13/16 Frame VINYL PVC .078 THICK 4 1 INTERIOR C o L D 0 EXTERIOR HORIZONTAL SECTION 1 5/1 6" 1 /8" ANN. 100" SG BY KURARAY 1 /8" ANN. 1 /8" TEMP. REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER NEW CODE 12/04/14 R.L. B REVISED PER NEW TESTING 11/24/2020 R.L. EXTERIOR REINFORCED BUTYL ICI SPACER SYSTEM 1 /2" BITE STRUCTURAL SEALANT DOW INSTAGLAZE Frame (Nailing Fin) VINYL PVC .078 THICK INTERIOR SETTING BLOCK GLAZING DETAIL IWINCO INC. 851 HEMLOCK RD MORGANTOWN, PA 19543 SIGNATURE/VIWINCO IMPACT FIXED WINDOW CROSS SECTIONS DRAWN: DWG NO. A.S. 08-01 472 SCALE NTS DATE 03/05/1 2 SHEET 3 OF 6 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasglrlomaspe.com SIGNED: 1212312020 w lII1I1110 E Ng TAT OF QF , 4i REV %�'�Fs ± 0Riv,� ���U''DNALIEs>> Luis R. Lomas P.E. FL No.: 62514 REVISIONS WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT #10 WOOD SCREW EXTEI #10 WOOD SCREW APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 4- 1 /2" N EDGI DISTAK T- #10 SMS OR SELF DRILLING SCREWS M ETAL STRUCTURE BY OTHERS 1 /')" MIN. DISTANCE M ETAL STRUCTURE MIN. BY OTHERS vIENT APPROVED AX. SEALANT ACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION I IA" KAAV r\ I I I \ / V IL L/ SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION EXTER/no APPROVED <. SEALANT E MIN, M ETA v1ENT STRUCTUR BY OTHER ;E DISTANCE 1 /2" MIN. EDGE DISTANCE ds OR )RILLING SCRFW #10 SMS OR SELF DRILLING SCREW 1 /4" MAX. SHIM SPACE --� 1 /2" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1 1 /4" MIN. 1 /4" MAX. EMBEDMENT SHIM SPACE 1 /2" MIN. ❑n EDGE I� DISTANCE 3 #10 WOOD SCREW WOOD FRAMING OR 2X BUCK IOR BY OTHERS EXTERIOR DRAWN: A.S. APPROVED SEALANT SCALE NTS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REV DESCRIPTION DATE APPROVED A REVISED PER NEW CODE 12/04/14 R.L. B REVISED PER NEW TESTING 11/24/2020 R.L. NOTES: INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. VIWINCO INC. 851 HEMLOCK RD MORGANTOWN, PA 19543 SIGNATURE/VIWINCO IMPACT FIXED WINDOW INSTALLATION DETAILS DWG NO. 08-01 472 DATE 03/05/12 SHEET 4 OF 6 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasCd)lrlomaspe.com SIGNED: 1212312020 N;rs .'fit .•L pfif�� 1+ v ~• tyr�Cj � F� S{C -eC� y TAT 0>` , ,Q IEV.:0RVD't f�!lS/QNA1.lE Luis R. Lomas P.E. FL No.: 62514 HORIZONTAL SLIDER - LARGE MISSILE IMPACT 64 1/4" MAX. OVERALL FLANGE HEIGHT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... 1 GLAZING DETAILS.....................................2 SECTION VIEWS & GLAZING DETAILS .... 3 EXTRUSIONS & B.O.M...............................4 ANCHOR SCHEDULE & NOTES................5 INSTALLATION DETAILS ...........................6 112 1/4" MAX. OVERALL FLANGE WIDTH GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OR IN ASTM E 1996 WIND ZONE 4 AREAS. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OX", "XO". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01 /09. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. /4 SS 8. SERIES / MODEL DESIGNATION HS-8200. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4" FROM BOTH ENDS MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 111" x 63" +/- 50 PSF LARGE MISSILE IMPACT Lucas Turner 2020.08.06 14:50:14 -05'00' Ou4gom.Rg WONIDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Q z 3: QZ0 I— oW0 Q Z W J W Z 0 Z Q~z� 0 Q0§}Opr- 3:m E_ �-W z�3:g= U UCO�z0-PU)d 0 Z—(1)—Z��� Z OzUc/)Z5U— Q _ QL O U > Q w 0= O Z � Q U) b Z Cli W LLB W �QJ(nl- W O WI-0 d:�>_ � Q�a_ a-�a "�"iIII1#11141 ,��►ti � GP ...... r ,,ii Ly vt Nn.58201 t - f ►W'- STATE OF r�� ORO 8/05/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574 ELEVATIONS DRAWN BY: DATE: TEF 10/11/13 DWG #: REV.: CWS-868 D SCALE: SHEET 1:20 1 OF 6 30 7/8" OVERALL 3/16" ANNEALED OR TEMPERED 1/4" AIRSPACE 7/16" LAMI 3/16" ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED QUANEX DURASEAL or, CARDINAL XL EDGE or, KODISPACE 4SG TPS I.G. SPACER PURFECT GLAZE "H" SIKAFLEX 552 112" GLASS BITE u �pLJ 0 GLASS TYPE A FIXED GLASS 7/8" OVERALL 1/8" ANNEALED OR TEMPERED 3/8" AIRSPACE 5/16" LAMI 1/8" ANNEALED .090 PVB INTERLAYER 1/8" ANNEALED QUANEX DURASEAL or, CARDINAL XL EDGE or, KODISPACE 4SG TPS I.G. SPACER PURFECT GLAZE "H" SIKAFLEX 552 0561wom.Rg WONDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Q z 3: Q Z 0 1— ow0 Q�C)C) Z W J 0 W z0Z Q~z� 0 Q0§>-0pr- 3:00 O OF 0QQw00 0 Z— —Z�C/) Z 00=1 �U— _ 0�U >- Q�OwO=Oz (]� Q ���Z Imo— 0 H �O� LLJ -7 LLJ 0 J U) — D_ 0 wH0 d:>- a_ � a- Q�a� ,��►ti � GP ......... j� Ly Nn.58201 i U = _ :.M ter: f ►W'- STATE OF GLASS TYPE B r/ 4R1!~,~ SASH GLASS f !)t�j j 400 8/05/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574 GLAZING DETAILS DRAWN BY: TEF DATE: 10/11/13 DWG #: REV.: CWS-868 D SCALE: SHEET 1:1 2OF6 INTERIOR SECTION VIEW A -A SECTION VIEW C-C ALTERNATE FIN FRAME INTERIOR SECTION VIEW B-B HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASHES (ITEMS 44 & 46) HEAD IMPACT HOOK LOCATIONS 1:20 0�129 om WOINIIDOOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC °' 8200 PVC HORZ. SLIDER IMPACT Q z 3: QZo I= ow0 Q�oo Z W J W ZOZ Q ~ Q Q0§>-0��00 LL I- W Z�3:�_ O O�OaQw00 0 Uco�z0-PU)d z OzUujz�U— Q _ 0LLU > Q o w —= O Z �Q z QO�>-D�O� cjJ �� W �0-jU) O wH0 a—X a_ � a- Q d 1� ovA Tllrl! ��J P yF, No. 58Fr2/01 J �� i ;TATE OF 8/05/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574 SECTION VIEWS DRAWN BY: DATE: TEF 10/11/13 DWG #: REV.: CW S-868 D SCALE: SHEET 1:2 3OF6 PARTS LIST ITEM PART # DESCRIPTION MATERIAL 1 H-6222 Main Frame, SH/HS, Flange, PVC PVC 2 H-2122 Fixed Rail, Heavy Duty, Aluminum Alum 3 S-6229 Cover, HD Fixed Rail, PVC PVC 5 P-4638 #8 x 2 1/2" Ph Mod Truss Type A TEK Steel 6 P-3342 Seam Sealer, SM-5504 Silicone 7 S-1776 Roller Track Alum 8 S-6226 Screen Adapter, Jamb, PVC PVC 9 S-6227 Screen Adapter, Head & Sill, PVC PVC 10 P-4479 Weep Cover w/ Flap Nylon 11 S-6237 Glazing Bead PVC 12 H-6224 Sash Meeting Rail, PVC PVC 13 H-6223 Sash Pull Rail, PVC PVC 14 H-6225 Sash Top/Bot. Rail, PVC PVC 15 H-2124 Reinf. Sash Meet. Rail Alum 16 S-2129 Reinforcement, Sash, Side Rail Alum 17 H-2123 Reinforcement, Sash Pull Rail Alum 18 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray 19 P-3783 Lock, Impact, PVC 20 P-4051 #8 x 1 1/4" Ph Flat Tek, Wht. Steel 21 P-4069 Keeper, Impact, PVC 22 P-3539 #8 x 3/4" Square PH Tek, Wht. Steel 26 P-4779 Roller, Tandem Nylon 27 P-3541 #8 x 1/2" Quad PH TEK 2 Zinc Steel 28 GLASS SEE SHEET 2 GLASS 29 Purfect Glaze "H" or Sikaflex 552 Silicone 30 P-3028 Set. Blk., 85 Dur., 1/8" x 7/8" x 2" Lg. Rubber 31 P-3218 Screen Frame RollForm 32 P-4754 Screen Corner Key Nylon 33 P-4755 Screen Corner Key w/Safety Tab Nylon 34 P-3029 Screen Pull tab 35 P-3033 Screen Spring SS 36 P-3228 Screen Spline 37 P-4772 Screen Cloth, Fiberglass 41 P-5588 Cap Plug, 1/2" Hole Nylon 43 S-1112 Reinforcement, Head, Jamb Alum 44 S-2000 Impact Channel, Sash Alum 45 P-3748 #6 X 5/8 Ph FH TEK, Zinc, Painted Steel 46 S-1999 Impact Hook, Frame, Head Alum 47 H-6231 Main Frame, SH/HS, Fin, PVC PVC 50 P-4730 #8 x 1/2" Ph Mod Truss TEK Steel 3 1/8" 0 2 3/4" E �o Q�OG PVC FRAME FLANGE H-6222 2 3/16" 1 5/8" 1/16" PVC SASH MTG RAIL H-6224 1/16" 1 15/16" 1 5/8" Z — 1/16" PVC SASH PULL RAIL/STILE H-6223 13� 3 1/8" 3/16" O 3 1 /8" 1 47 - 1/8" 1/16" 2 9/8" PVC FRAME FIN/FLANGE H-6231 PVC SASH RAIL/STILE H-6225 �►- 6" 1 5/16" 46 7/8 1/16" PLAN VIEW-1999 HEAD IMPACT HOOK - 1999 3/16" O 6" -- 5/8" 1— 44 5/8" L 1/16" PLAN VIEW-2000 LINE ITEMS NOT USED: 4, 23-25, 38-40, 42, 48-49 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. PANEL IMPACT CATCH - 2000 HD MTG RAIL H-2122 3/16" �8 1/16" 2 3/8" -I PVC HD MTG RAIL COVER S-6229 7 5/8" 15 y 1/16" REINF. SASH MTG RAIL H-2124 7 PVC GLAZING BEAD S-6237 1 1/16" 7/716�® PVC SCREEN CATCH S-6226 1 1/16" 1/4" T 1/16" PVC SCREEN SUPPORT S-6227 CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 3/4" 15/16" 1/16'17 REINF. H-2123 5/16" 16 REINF. S-2129 7/16" 1 1/4" 7 1/16" ROLLER TRACK - 1776 7/8" - 43 9/116„ 6 1/16" GLAZE BEAD - 1112 (0M.MWDNDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Q - � QZ� 0W0 U)Lu Z W J W Zpz o'�Z� 0 0 L �W Z[-- 0 0�0aQW00 U UUHZW�U)a- o Z -`) Z�=CO Q OZC) Z=UU —LL2000Z } Q�:OW—=O— Z < Q0 0� wow Z_�W�0-jwI- O HO02O WO 0} O�d d a `1�4�t►t1Ai11����rr�J .�`Luca t� y 1�► Jlf 4P No.58201 * S 1 ram; STATE OF 8/05/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574 BOM AND EXTRUSIONS DRAWN BY: DATE: TEF 10/11/13 DWG #: REV.: CW S-868 D SCALE: SHEET 4:1 4 OF 6 6" MAX. (TYP.) 6" MAX. (TYP.) 17" MAX. O.C. (TYP.) NOTES 3" (TYP.) 3" (TYP.) 16 1/4" -{ SEE NOTE 2 MAX. O. C. i i (TYP.) + I I I I I I X � I O I I I I X I I I I ANCHOR LAYOUT - (FLANGE) INSTALLATION ANCHOR (TYP.) 4" MAX. (TYP.) 8" MAX. O.C. (TYP.) 4" MAX. (TYP.) � 7 8" MAX. O.C. (TYP.) X O X ANCHOR LAYOUT - (FIN) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) (Clogom.Es WONDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Q z 3: QZo 1- ow0 Q�00 Z W J 0 W Z 0 Z Q~z� LL I-W Z�3: :�i= U Uco�za-PU)d 0 Z--Z�C/) Z OzUujZDU- Q _ p�U >- QOwO=OZ �Q ��L:Z ooF>-D�o� CjJ Z W �pJ(nl- O wl-p d:�>_ � Q�a_ a-�a 1141 Ly y�°J 10.58201 w ok f ti f ►W-- STATE OF OR 8/05/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES DRAWN BY: TEF DATE: 10/11/13 DWG #: REV.: CWS-868 D SCALE: SHEET 1:25 5 OF 6 SUBSTRATE BY OTHEF SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLEF INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHER SEE TABLE 1 TYPICAL HEAD ANCHORAGE A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 IEDMENT LE 1 1 aX SHIM X SHIM :DMENT =1 E DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX SHIM INSTALLATION ANCHOR SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1 3/8" 7/8" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2X MIN. SOUTHERN PINE (G=0.55) 1#8 WOOD SCREW 1 1-1/2" 1/2" PERIMETER SEALANT - BYINSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 1/4" MAX SHIM SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER C HORIZONTAL SECTION 6 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION ( D_� HORIZONTAL SECTION 6 ) BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION 0561wom.Es WONIDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Q z 3: Q Z o 1- O W O Q LLJ 0 0 Z W J W ZOZ Q ~ 0 Q0§}Oo�m D_ I- W Z F- 3: U UCoF-ZD-�U)d- 0 Z--Z�C/) Z OzUujzDU- Q _ OLLU > Q�0w- �Q I-- I-- �>-502 LLJ Lowww �� W �OJU) - 0 O w F- O a:r a_ � D_ Q�a� 1141 Ly =. 10.58201 w ok f ti f ►W,- STATE OF rf 4p 1 rNA40���� 8/05/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574 INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: TEF - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG #: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-868 - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SCALE: 1:2 DATE: 10/11/13 REV.: D SHEET 6OF6 GENERAL NOTES: 63" MAX. OVERALL FLANGE HEIGHT 61 Mi un HE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ..... 1 GLAZING DETAIL.................................2 SECTION VIEWS.................................3 EXTRUSIONS & B.O.M........................4 ANCHOR SCHEDULE & NOTES ......... 5 INSTALLATION DETAILS....................6 SINGLE HUNG - LARGE MISSILE IMPACT 53 1/8" MAX. OVERALL FLANGE WIDTH MAX. SASH WIDTH OF, V7.0 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTE TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA, FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "O/X". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. /16" 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE 'S NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION SH-8100. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 18„ 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR SS LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS DESIGN PRESSURE MAX. UNIT SIZE IMPACT RATING RATING 51-7/811 x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT LucasTurne r 2017-09-22 13:36-04:00 8100 PVC SINGLE HUNG IMPACT Q z � Qz� I— ❑wo Qooz wJ❑� ozOz �>-O0� 3:m w I—wzl-3:22 O O�OaQwIf0 U UPI—z0-��a_ ❑ z —� z�::)c Q ozU�z❑U_ n LL 0 Q0w�z0? Q U — z C w O ❑ -�Cn❑ w w z— w 0-1U)I- wzO w P 0 a-wwU�)c I_- Er � iti;XSilllittir�ff loo ti -4. No 5821 ': �13 STA7E OF WC 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS DRAWN BY: I DATE: BAT 06/18/12 DWG #: REV.: CWS-812 C SCALE: SHEET 1:15 1 OF 6 /8" OVERALL INSULATED GLASS /8" ANNEALED OR TEMPERED /16" AIRSPACE /16" LAMINATED GLASS /8" ANNEALED )90" PVB INTERLAYER BY DUPONT /8" ANNEALED QUANEX DURASEAL IG SPACER 'URFECT GLAZE "H" OR SIKAFLEX 552 112" GLASS BITE I FIXED LITE SASH LITE 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED QUANEX DURASEAL IG SPACER PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE 1 SETTING BLOCKS PER FBC 2411.3.3.1 a6gom.Hg WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT Q z Qz� 1= ❑w0 Q�O❑0 z W J ❑ 0 z0z>-O��m IL Hw�zI-��2 0 0 H 0 a Q W 0 0 U UPI-zW��a_ ❑ Z -U) zf - ❑C z O Z U� Z❑ U _n U � Q�0w0z0? Q U - z C O w O❑rU)owcnw ZCn W QJ(_nH Z - W O w P 0 a—T- c _ Er w�wU) W I--W � W iti;XS i l l I I f f f,'f" APO 1- "�* .'` No SS201 i7 1 ; N 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: BAT 06/18/12 DWG #: REV.: CWS-812 C SCALE: SHEET 1:1 2 OF 6 14 54 INTERIOR INTERIOR SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. C����(0® WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT Q z Qz� F- ❑w0 Q�00 z w J ❑ 0 ZOz>- O�m ILHw§zI-��2 O O�OaQw00 U UPI-z0-�a_ ❑ z — 0 zDc_n Q Z U Z❑LL U U Q�LL 0w0z0z cr Q � > U ~ z C w 0❑�c}i�owcOnw z — w 0U)I- w O w�0 a- z�>- c _ Er w�wU) w I--w � a_ , 1111 -�� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 SECTION A -A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG #: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C 20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68 SCALE: SHEET 1:2 3OF6 PARTS LIST ITEM PART# DESCRIPTION VENDOR MATERIAL 1 H-6031 Main Fr., SH, w/Fig., PVC, Head Mikron Vinyl 2 H-6031 Main Fr., SH, w/Fig., PVC, Sill Mikron Vinyl 3 H-6031 Main Fr., SH, w/Fig., PVC, L. Jb. Mikron Vinyl 4 H-6031 Main Fr., SH, w/Fig., PVC, R. Jb. Mikron Vinyl 6 S-1577 Impact Hook Keymark Alum 8 H-6027 Sash Meet. Rail, PVC Mikron Vinyl 9 H-1497 Reinf. Sash Meet. Rail Keymark Alum 10 H-6028 Sash Bottom Rail, PVC Mikron Vinyl 12 H-6004 Sash Side/Top/Bot. Rail Mikron Vinyl 13 S-1498 Reinf. S.B.R./S.S.R 14 S-6064 Glz. Bd., 7/8" Mikron Vinyl 18 S-6013 Scrn. Adapt., w/Nib, PVC, Horiz. Mikron Vinyl 19 S-6014 Scrn. Adapt., PVC, Vert. Mikron Vinyl 20 S-6029 Sash Stop / Filler, PVC, Vert. Mikron Vinyl 23 H-1699 Reinforcement, SBR Keymark Alum 24 P-2190 Balance BSI 25 P-3059 Sash Cam, PVC BSI Plastic 26 P-3046 Take Out Clip BSI SS 27 P-3783 Lock, Impact, PVC Interlock 28 P-4069 Keeper, Impact, PVC Interlock Zamac 30 P-3215 Weep Cover w/ Flap Gaer Plastic 32 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Ultrafab 37 P-4638 #8 x 2-1/2 PH Mod. Truss, Type A, TEK 2 Fastenal Steel 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 39 P-4051W #8 x 1.250 Ph FH TEK, Wht. Hub City Steel 40 P-4264W #8 x 3/4 FH PH w/#6 Head, TEK, Wht. Hub City Steel 44 P-3342 Seam Sealer, SM-5504 Schnee 45 P-3752 Cap Plug, 1/2" Hole M&M Nylon 47 P-3438 Sikaflex 552 or Purfect Glaze "H" Sika/Henkel 48 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. F. Lowe Rubber 51 P-3881 Temporary Lbl. (NFRC/DP) 52 P-3613 CWS Lbl. (logo) Pro Label 53 Sash SEE SHEET 2 GLASS 54 Fixed SEE SHEET 2 GLASS 56 P-3281 Spacer Duraseal 62 P-3218 Screen Frame, Horiz. Allmetal Alum 63 P-3218 Screen Frame, Vert. Allmetal Alum 64 P-3321 Screen Frame Corner Key Allmetal Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Bettervue Fiberglass 66 P-3228 Screen Spline, .155 Dia., Blk. Dapa Vinyl 67 P-3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spring, SS FI. Screen SS 70 P-3113 Screw Support for PVC T. Plastics Nylon 71 H-1836 Alum. Fixed Rail Keymark Alum 72 S-6063 Cover, Fixed Rail Mikron Vinyl 73 S-1112 Reinforcement, Impact Hook Keymark Alum 74 P-3541 1#8 x 1/2", Pan Head, TEK Fastenal Steel LINE ITEMS NOT USED: 5, 7, 11, 15-17, 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 69 3 1 /8" 2 11/16" NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. PVC FRAME FLANGE-6031 7/8" 9/ 16" 7 73 1/16" REINF., IMPACT HOOK - 1112 1 5/16" 20 1/16" PVC SASH STOP - 6025 3/4"' 3/16" 13 1/16" REINF. S.B.R./S.S.R. - 1498 1 15/16" 1 5/8" PVC SASH BTM. RAIL-6028 2 3/ 16" 1 5/8" 1/16"� PVC SASH TOP RAIL-6027 1 1/2" 71 2 1/8" 1/16" 16" J I � PVC SASH SIDE RAIL - 6004 1/2" 1 1/8" - 18 1/16" PVC SCREEN CATCH - 6013 3/T 23 15/16" i REINF. BTM RAIL-1699 0 3/ 16" b O 1 5/16" 6 7/8" 1/16" IMPACT HOOK S-1577 FIXED RAIL - 1836 9/16"' 72 1 5116" 045" PVC FIXED RAIL COVER - 6063 5/8" 1/16" REINF. TOP RAIL-1497 FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 5/16" 19 1/16" PVC SCREEN SUPPORT - 6014 77 141 7/8" PVC GLAZING BEAD-6064 1/2" 3/ 16" I 3" SCREW SUPPORT-3113 C����(O® WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT Q - � QZ0 1= ❑ W O Cf) W Z W J ❑ o ZOz §>-O�m W PWZI—fig= U UPI- Za-�Cna_ ❑ Z -� zl- ❑C Q UZ(Z❑U_ n U Q�0w0�0? O w 00ryU)OWcnw ZU)W 0-1cnl- 1W 0 WPO a—T- cr_ _ Er W�wU) W W 0Y a_ iti;XSilllittir�ff ti NO 13 :i STA7 E OF !WCR to 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: i DATE: BAT 06/18/12 DWG #: REV.: CWS-812 C SCALE: SHEET 1:2 40F6 6" MAX. (TYP.) 6" MAX. (TYP.) 11 MA ( 4" (TYP.) 10 1/2" MAX. O.C. (TYP.) 4" (TYP.) 4" (TYP.) IVV f 11l 11VrNJ IILI.(V IIILV III DILL ANCHOR LAYOUT - (FLANGE) SEE NOTE 2 INSTALLATION ANCHOR (TYP.) MTG RAIL NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) C����(o® WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT Q z Q Z F- ❑w0 Q�O❑0 Z w J ❑ 0 ZOz>- O�m ILHw§ZI-- O OI- OaQwOO U UPI-z0�a_ ❑ z — 0 zl-5c_) Q OZ(::, LL Q�LL ow�zOz w O❑LL co ryU)0wO cnw Z - O w P 0 a- z�� c _ cr w�wU) w I_-w 0r a_ iti;XSilllittir�ff No 58201 ': �13 STA7E OF 1We f 111-5-11, 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES DRAWN BY: I DATE: BAT 06/18/12 DWG #: REV.: CWS-812 C SCALE: SHEET 1:15 5 OF 6 TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 F i MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM CONTINUOUS DOUBLE 3/16" BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 4— MIN. EDGE DIST. SEE TABLE 1 VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS 1/4" MAX. SHIM SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER g HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE PERIMETER SEALANT - BYINSTALLER INSIDE AND OUT C HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION WIN-Td 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT Q z � Q Z o Z W _1❑ 0 z0§>00 m IL HwZI-3: O O�OaQw00 U UPI-z0-��a_ ❑ Z —U) zI-_5U) z OZUCZ❑UU >- Q�owoz0? Q U — z C O_ w O❑ry0❑wow �CnW 0_j(nl- Z — 0_ O w P 0 a-z�� cr _ Er w�wU) 0_ I_-0_ � D_ iti;XSilllittir�ff No 5S2C1 ': STATE OFoop r '#f' ONA 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN Bv: BAT - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG#: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-812 - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SCALE: 1:2 DATE: 06/18/ 12 REV.: C SHEET 6OF6 REVISIONS NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. FRAME MATERIAL: EXTRUDED RIGID PVC. 5. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 3 FOR GLASS DETAILS. 6. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 7. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 8. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTRO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1 /4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. ALL FASTENERS TO BE CORROSION RESISTANT. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 .048" THICK MINIMUM I TABLE OF CONTENTS 1 SHEET NO. 1 NOTES 2 ELEVATIONS DESCRIPTION 3 1 CROSS SECTIONS AND B.O.M. 4 — 7 1 INSTALLATION DETAILS REV I DESCRIPTION DATE APPROVED A REVISED PER NEW REQUIREMENTS 12/04/14 R.L. B REVISED ANCHORS 03/27/17 R.L. SIGNED: 0312712017 VIWINCO INC. \\\\\�11101111r, P.O. BOX 499 MORGANTOWN, PA 19543 ry .'\G E N,' • fir- V e OCEANVIEW IMPACT SINGLE HUNG WINDOW *: 0�6 5t 48" X 72" -- FRAME ELEVATION AND NOTES r� , TAT OF DRAWN: DWG NO. REV ���� � A S DATE 08 s01E481 B js�QNAL����` SCALE NTS 03/05/12 1 OF 7 111110 L. ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No. • 62514 434-688-0609 rllomasglrlomaspe.com PARTS LIST REVISIONS 1 REV DESCRIPTION DATE APPROVED A REVISED PER NEW REQUIREMENTS 12/04/14 R.L. NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 8917 HEAD Deceuninck PVC 2 8911 SILL Deceuninck PVC B REVISED ANCHORS 03/27/17 R.L. 31 4 24 13 25 3 11 20 3 8919 JAMB w/ SCREEN NUB Deceuninck PVC 4 8918 JAMB w/o SCREEN NUB Deceuninck PVC 5 6609 SILL INTERLOCK Minalex ALUMINUM 6105—T5 6 5142 SILL LEG Deceuninck PVC 7 8640 UPPER SASH BRACKET Four—Jaks DIE CAST 29 23 22 30 ❑ INTERIOR �a❑ 8 3515 WEATHER STRIPPING — SILL LEG UltraFab WOOL PILE 19 15 ° 18 EXTERIOR INTERIOR o a 9 7531 SASH STOP Central Plastics PVC 10 5303 SASH LIFT RAIL BTM Deceuninck PVC 11 5313 TOP SASH RAIL Deceuninck PVC 34 14 co a c3 12 5307 STILES — TOP SASH Deceuninck PVC 5306 STILES BTM SASH Deceuninck PVC 13 — O I O 36 14 5308 LOCK RAIL Deceuninck PVC 15 5309 KEEPER RAIL Deceuninck PVC 28 EXTERIOR 16 5146 BULB SEAL Deceuninck PVC 17 10 32 12 HORIZONTAL SECTION 12 17 5144 GLAZING BEAD Deceuninck PVC 18 6608H BARNEY BOLT Pennex ALUMINUM 6105—T5 35 8 15/16" O 3/32" ANN. 16 6 .090" PVB BY KURARAY 5 1 /8" TEMP. 3/32" ANN. 19 8600 BARNEY SLIDE BOLT Four—Jaks NYLON 20 8625 BOTTOM BUTTON Four—Jaks PVC 21 — IMPACT CLIP Four—Jaks PVC 22 8650 CAM LOCK W/ LUG Four—Jaks DIE CAST DESICCANT FILLED STAINLESS STEEL SPACER(SU—D) 33 2 EXTERIOR INTERIOR 1 /2" BITE 23 8670 KEEPER Four—Jaks DIE CAST 24 8718 BALANCE SPRING ASSEMBLY Four—Jaks STAINLESS STEEL 25 8750 PIVOT BAR Four—Jaks DIE CAST VERTICAL SECTION 26 8121 NITE LOCK Romai PE STRUCTURAL SEALANT 27 7240T SETTING BLOCKS TB Philly VINYL SETTING BLOCK DOW INSTAGLAZE 28 3462 SILICONE DOW (TB PHILLY) SILICONE GLAZING DETAIL 29 3715W KEEPER SCREW FH #6 (#5 H) X 1" Merchants STAINLESS __ 0 SIGNED: 0312712017 VIWINCO INC. ��ow1101111 P.O. BOX 499 ti� \ . • • • , i,. MORGANTOWN, PA 19543 �Nv •�\G N S `�s'� 30 371OW LOOK SCREW FH #6 X 1" Merchants STAINLESS 31 3707 BALANCE COVER SCREW FH6X1-1/4" Merchants STAINLESS 32 3738 PIVOTBAR SIDE SCREW FH #5 X 3/8 Merchants STAINLESS 33 3732 PIVOT BAR BTM SCREW PH#6X3/8 Merchants STAINLESS OCEANVIEW IMPACT SINGLE HUNG WINDOW *• 015 t �• �k r OF� 48 X 72 34 4195 SCREEN RAIL Leading Edge ALUMINUM 6105—T5 35 3285 FIBERGLASS SCREEN PHIFER FIBERGLASS SCREEN y� • 6: I CROSS SECTIONS �Q� � AT OF LI� DRAWN: DWG N0. REV �,. ;6 36 3260 SPLINE DAPA VINYL 37 3245 CORNERS Hygrade DIE CAST A S. DATE 08 s01E481 B �S'�r�Al.�����\ NTS 03/05/12 3 OF 7 L. ROBERTO LOMAS P.E. Luis R. Lomas P.E. 38 4060 LIFT TABS Anlin — ALUMINUM 6105 T5 OPTIONAL FIN FRAME 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434-688-0609 rllomasglrlomaspe.com WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT # 10 WOOD SCREW CVTCOI/lO APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS /'" MIN. DISTANCE M ETAL STRUCTURE BY OTHERS MIN. v1ENT APPROVED AX. SEALANT ACE VTERIOR EXTERIOR ILL TO BE SET N A BED OF PPROVED SEALANT /4" MAX. ]IM SPACE APPROVED SEALANT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 M ETA STRUCTUR BY OTHER VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 3/4" MIN Pnr_1- nlcToN('E REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER NEW REQUIREMENTS 12/04/14 R.L. B REVISED ANCHORS 03/27/17 R.L. 3/4" MIN. EDGE DISTANCE #10 SMS OR SELF DRILLING SCREWS dS OR METAL )RILLING STRUCTURE BY OTHERS 1 /4" MAX. SHIM SPACE INTERIOR WWI APPROVED SEALANT EXTERIOR JAMB INSTALLATION DETAIL DR 1 1 /4" MIN EMBEDMENT 1 /2" MIN. EDGE DISTANCE BE SET D OF #10 WOOD D SEALANT SCREW METAL STRUCTURE INSTALLATION 1 /4" MAX. SHIM SPACE INTFRInR WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT ' MAX. JAMB INSTALLATION DETAIL EXTERIOR SPACE WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0312712017 VIWINCO INC. P.O. BOX 499 MORGANTOWN, PA 19543 r v .'\G -EN • fir- v e OCEANVIEW IMPACT SINGLE HUNG WINDOW *: 0�6 48" X 72" -- FRAME INSTALLATION DETAILS r� , TAT OF : �= DRAWN: DWG NO. REV ���� Z Q AE DATE 08 s01E481 B �jsQNAL�� NTS 03/05/12 4 OF 7 111111� L. ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC27023 FL NO.: 62514 434-688-0609 rllomasglrlomaspe.com CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 APP SE 1 /4" T. EXTERI APPROVED SEALANT OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 CONCRETE/MASONRY BY OTHERS ') 1 / )" AAIKI VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION MIN. MENT 1 1 /4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS D OPTIONAL 1 X BUCK ° TO BE PROPERLY b° SECURED p SEE NOTE 3 SHEET 1 p ° 1 /4" TAPCON pv v a D .v v v D 2 1 /2„ MIN. p. EDGE a DISTANCE v ° p. D v v REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER NEW REQUIREMENTS 12/04/14 R.L. B REVISED ANCHORS 03/27/17 R.L. 1 /4" MAX. SHIM SPACE INTERIOR `— APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 VIWINCO INC. P.O. BOX 499 MORGANTOWN, PA 19543 OCEANVIEW IMPACT SINGLE HUNG WINDOW 48" X 72" FRAME INSTALLATION DETAILS DRAWN: I DWG NO. A.S. 108-01481 SCALE NTS DATE 03/05/12 1 SHEET 5 OF 7 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasglrlomaspe.com SIGNED: 0312712017 i�wil101111 • A, � 5-v 04._ r�o , TAT OF , c�, Z REV V�0,�� ZORIDA-\� Luis R. Lomas P.E. FL No.: 62514 #8 WOOD SCREW 7/16" MII` EDGE DISTAN EXT 7/16" MII` EDGE DISTAN #8 WOE SCRI 1 1 /A" AAINI CIVI0CUIVICIV 1 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION VOOD -RAMING 3Y OTHERS 1 /4" MAX. SHIM SPACE 1 /4" MAX SHIM SPACE WOOD FRAMING BY OTHERS REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER NEW REQUIREMENTS 12/04/14 R.L. B REVISED ANCHORS 03/27/17 R.L. WOOD FRAMING BY OTHERS #8 WOOD SCREW 1 1 /4" MIN. EMBEDMENT } 7/16" MIN EDGE DISTANCE 1/4" MAX SHIM SPACE INTERIOR FMlL'FJffrr lffl2hTMl JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 VIWINCO INC. P.O. BOX 499 MORGANTOWN, PA 19543 OCEANVIEW IMPACT SINGLE HUNG WINDOW 48" X 72" FIN INSTALLATION DETAILS DRAWN: I DWG NO. A.S. 108-01481 SCALE NITS DATE 03/05/12 1 SHEET 6 OF 7 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasoalrlomaspe.com SIGNED: 0312712017 R ` L drr'i ■ . Ay -� TATE OF 'i 1 D. _ IREV/�`��C►�s LQ}�Ui4�`� B rONAl.10��`� Luis R. Lomas P.E. FL No.: 62514 REVISIONS i 2» 3/4„ 0 4 1/16" Frame Sill VINYL PVC .069 THICK Frame Sill (Nailing Fin) VINYL PVC .069 THICK 15/16" 3/16" Sill Riser VINYL PVC .059 THICK Frame Head VINYL PVC .069 THICK Frame Head (Nailing Fin) VINYL PVC .069 THICK 3/8>, 1 1/16" �-- Reinforcement Aluminum 6105 T5 Anadized .060 THICK 2" 3 1 /4" 3—t Frame Jambs VINYL PVC .069 THICK Frame Jambs (Nailing Fin) VINYL PVC .069 THICK --I 7/8" r 1 /8„ 5/8" Glazing Bead VINYL PVC .059 THICK �-1 7/16"—� T aF1 a -1 1 1/ i 1 3/4" 2 1/16" Top Sash Rail VINYL PVC .059 THICK 1 1 /8" _� 1 7/16" Y-- 7/16" 9/16" Bulb Seal VINYL PVC .059 THICK Lower Sash Lift Rail VINYL PVC .059 THICK REV DESCRIPTION DATE APPROVED A REVISED PER NEW REQUIREMENTS 12/04/14 R.L. B REVISED ANCHORS 03/27/17 R.L. 0 0 1 1 /4" 5/8" 1 5/8" Uaaer Sash Meetina Rail VINYL PVC .059 THICK 1 3/4" — U 14" 1 7/16" 1 -- 1 1 /8" Lower Sash Stiles VINYL PVC .059 THICK VIWINCO INC. P.O. BOX 499 MORGANTOWN, PA 19543 1 7/16" 1 1/8" 1 3/4„ 0 Lower Sash Meeting Rail VINYL PVC .059 THICK OCEANVIEW IMPACT SINGLE HUNG WINDOW 48" X 72" COMPONENTS DRAWN: DWG NO. A.S. 08-01481 SCALE NTS DATE 03/05/12 1 SHEET 7 OF 7 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasglrlomaspe.com Upper Sash Stiles VINYL PVC .059 THICK SIGNED: 0312712017 i�w1110 1111 R . L p'y�i�% *• o q0 • � ._ - r�o , TAT OF , c�, Z ]EV�0,�� �0RMt- 1/0111100 Luis R. Lomas P.E. FL No.: 62514 REVISIONS I REV I DESCRIPTION I DATE I APPROVED NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO REQUIREMENTS OF THE FLORIDA BUILDING CODE SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1 /2'' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 6. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A. WOOD: MINIMUM SPECIFIC GRAVITY OF G-0.42 COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH f'm=2,000PS1 MINIMUM. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18CA (.048") FY=33KS1/FU=52KS1 OR PROVIDED. ALUMINUM 6063-T5 FU=30KS1 .048" THICK MINIMUM 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1 /4". IN SHEET 2. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E130004, SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED: 1111412016 VIWINCO, INC `owilli/o// [N.G. NTOWN BUSINESS PARK P.O. BOX 499 �•�'L1�'�i MORGANTOWN, PA 19543 ,��v •��G Ns Lp TABLE OF CONTENTS ANVIEW GEOMETRIC PICTURE WINDOW 4-� �51IMPACT — 72" x 72"SHEET NO. DESCRIPTION NOTES AT OF •'�� 1 NOTES ��.c�'■ �.,•�� DWG NO. REV �f� . LORD©. �\ 2 ELEVATIONS DgTE 08s02895 �/�ONAL3 6 INSTALLATION DETAILS 04/13/16 1 OF 6 REVISIONS 2 1 /2" MIN. CONCRETE/MASONRYY EDGE DISTANCE BY OTHERS d ad OPTIONAL 1 X BUCK ° a° SEE NOTES 3 — 7 SHEET 1 a d d ° 4 BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT OPTIONAL 1 X BUCK SEE NOTE 3 7 EXTERIOR ° a 1 1 /4" MIN °a EMBEDMENT CONCRETE/MASONRY d d ° BY OTHERS 1 /4" MAX. SHIM SPACE O3/16" TAPCON INTERIOR 3/16" TAPCON SILL TO BE SET N A BED OF APPROVED SEALANT u 1 /4" MAX. SHIM SPACE 0 SHEET 1 CONCRETE/MASONRY 4 a a4 4a 1 1 /4" MIN BY OTHERS a a s d a d EMBEDMENT 2 1 /2" MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON v v 4 p 2 1 /2" MIN EDGE DISTANCE ° a 0 p. v v 1 1 /4" MIN EMBEDMENT I REV I DESCRIPTION I DATE I APPROVED 1 /4" MAX. SHIM SPACE INTERIOR a � a EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 VNINCO, MC MORGANTOWN BUSINESS PARK P.O. BOX 499 MORGANTOWN, PA 19543 OCEANVIEW GEOMETRIC PICTURE WINDOW IMPACT — 72" x 72" INSTALLATION DETAILS DRAWN: DWG NO. N.G. 08-02895 SCALE NTS DATE 04/13/16 1 SHEET OF 6 SIGNED: 1111412016 F. L 0:�1ftt{' AV *• 0 i r • TAT OF •'�� e - tttiS�nNAL}E�����